Armare Grinzi+Stalpi
description
Transcript of Armare Grinzi+Stalpi
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem A la moment negativ
Nume
Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530
Armarea in reazem A la moment pozitiv
Nume
Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem B la moment negativ
Nume
Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530
Armarea in reazem B la moment pozitiv
Nume
Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem C la moment negativ
Nume
Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530
.
Nume
Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem D la moment negativ
Nume
Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530
Armarea in reazem D la moment pozitiv
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
Nume
Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem E la moment negativ
Nume
Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530
Armarea in reazem E la moment pozitiv
Nume
Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele A-B
Nume d [mm]
Grup I 300 600 35 565 13.333Grup II 300 600 35 565 13.333Grup III 300 600 35 565 13.333
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele B-C
Nume d [mm]
Grup I 300 600 35 565 13.333Grup II 300 600 35 565 13.333Grup III 300 600 35 565 13.333
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele C-D
Nume d [mm]
Grup I 300 600 35 565 13.333Grup II 300 600 35 565 13.333Grup III 300 600 35 565 13.333
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele D-E
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as [mm] fcd [N/mm2]
bw [mm] hw [mm] as [mm] fcd [N/mm2]
bw [mm] hw [mm] as [mm] fcd [N/mm2]
Nume d [mm]
Grup I 300 600 35 565 13.333Grup II 300 600 35 565 13.333Grup III 300 600 35 565 13.333
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Nume
Grup I 300 600 13.333 300 68.480
Grup II 300 600 13.333 300 73.060Grup III 300 600 13.333 300 72.430
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Nume
Grup I 300 600 13.333 300 75.880
Grup II 300 600 13.333 300 73.890
Grup III 300 600 13.333 300 83.550
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Nume
Grup I 300 600 13.333 300 71.640
Grup II 300 600 13.333 300 71.200
Grup III 300 600 13.333 300 82.190
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
Nume
Grup I 300 600 13.333 300 80.410
bw [mm] hw [mm] as [mm] fcd [N/mm2]
bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS
Ed,st [kN]
bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS
Ed,st [kN]
bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS
Ed,st [kN]
bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS
Ed,st [kN]
Grup II 300 600 13.333 300 74.830
Grup III 300 600 13.333 300 88.190
Tabele centralizatoare armare longitudinală pentru cadru longintudinal
Momente de proiectare [kNm]
Nume Semnstânga dreapta stânga
Grup I- -313.43 180.44 -277.08+ 68.84
Grup II- -247.93 100.07 -226.64
+ 64.16
Grup III- -131.8 10 -145.42
+ 58.41
Nume Semnstânga dreapta stânga
Grup I- 1971.258 1134.843 1742.642+ 525.235
Grup II- 1559.308 785.398 1425.409
+ 392.699
Grup III- 828.931 431.969 914.591
+ 344.602
Nume Semnstânga dreapta stânga
Grup I- 2100.940 1182.810 1768.717+ 603.186
Grup II- 1570.796 823.097 1451.416
+ 603.186
Grup III- 863.938 603.186 970.752
+ 603.186
Nume Semnstânga dreapta stânga
Grup I- #REF! 2φ25+1φ16 2φ20+3φ22
MAEd
MA-BEd
MBEd
Arii de armătură necesare [mm2]
AAs,nec
AA-Bs,nec
ABs,nec
Arii de armătură efectivee [mm2]
Aas,s,ef
AA-Bs,ef
ABs,ef
Alegerea armăturii [mm2]
Aas,s,ef
AA-Bs,ef
ABs,ef
Grup I+ 3φ16
Grup II- #REF! 2φ18+1φ20 2φ18+3φ20
+ 3φ16
Grup III- 2φ16+3φ14 3φ16 3φ14+2φ18
+ 3φ16
Momente capabile [kNm]
Nume Semnstânga dreapta stânga
Grup I- 334.049 188.067 281.226+ 102.240
Grup II- 249.757 130.872 230.775
+ 102.240
Grup III- 137.366 95.907 27.567
+ 102.240
Tabele centralizatoare armare trasnversală pentru cadrul longintudinal
Forța tăietoare [kN]
Numestânga dreapta
Grup I
-68.480
131.731
150.415
-200.211
-68.451
ξ 0.342
Reazem 200.211
Câmp 163.226
Grup II
-73.060
101.515
110.769
-174.575
-47.465
ξ 0.272
Reazem 174.575
Câmp 138.895
MARb
MA-BRb
MBRb
VA
VA-B
VGSEd
Vst-drEd,c
Vdr-stEd,c
VmaxEd
VminEd
VfinalEd
VfinalEd
VGSEd
Vst-drEd,c
Vdr-stEd,c
VmaxEd
VminEd
VfinalEd
VfinalEd
Grup III
-72.430
70.247
65.480
-142.677
-10.317
ξ 0.072
Reazem 142.677
Câmp 105.524
Alegerea armăturilor in reazeme
NumeReazem A Reazem B
stânga dreapta stânga
Grup I
200.211 213.695
45 45
561.384 561.384
150 150
314.159 314.159
4φ10/150 4φ10/150
0.152 0.152
0.698 0.698
Grup II
174.575 164.819
45 45
561.384 561.384
150 150
314.159 235.619
4φ10/150 3φ10/150
0.152 0.152
0.698 0.524
Grup III
142.677 125.410
45 45
5613.84 5613.84
150 150
201.062 201.062
4φ8/150 4φ8/150
0.152 0.152
0.447 0.447
Alegerea armăturilor
NumeCâmp A - B Câmp B - C
stânga dreapta stânga
VGSEd
Vst-drEd,c
Vdr-stEd,c
VmaxEd
VminEd
VfinalEd
VfinalEd
VfinalEd
θ [˚]
VRd,max [kN]
s [mm]
Aefsw [mm2]
φef [mm]
ρmin [%]
ρef [%]
VfinalEd
θ [˚]
VRd,max [kN]
s [mm]
Aefsw [mm2]
φef [mm]
ρmin [%]
ρef [%]
VfinalEd
θ [˚]
VRd,max [kN]
s [mm]
Aefsw [mm2]
φef [mm]
ρmin [%]
ρef [%]
Grup I
163.226 176.710 152.385
22 22 22
320.791 320.791 320.791
200 200 200
157.080 157.080 157.080
2φ10/200 2φ10/200 2φ10/200
0.262 0.262 0.262
0.152 0.152 0.152
Grup II
138.895 129.139 127.764
22 22 22
320.791 320.791 320.791
200 200 200
157.080 157.080 100.531
2φ10/200 2φ10/200 2φ8/200
0.262 0.262 0.168
0.152 0.152 0.152
Grup III
105.524 92.158 118.572
22 22 22
320.791 320.791 320.791
200 200 200
100.531 100.531 100.531
2φ8/200 2φ8/200 2φ8/200
0.168 0.168 0.168
0.152 0.152 0.152
VfinalEd
θ [˚]
VRd,max [kN]
s [mm]
Aefsw [mm2]
φef [mm]
ρmin [%]
ρef [%]
VfinalEd
θ [˚]
VRd,max [kN]
s [mm]
Aefsw [mm2]
φef [mm]
ρmin [%]
ρef [%]
VfinalEd
θ [˚]
VRd,max [kN]
s [mm]
Aefsw [mm2]
φef [mm]
ρmin [%]
ρef [%]
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem A la moment negativ
13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186
Armarea in reazem A la moment pozitiv
13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem B la moment negativ
13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186
Armarea in reazem B la moment pozitiv
13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem C la moment negativ
13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186
.
13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem D la moment negativ
13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186
Armarea in reazem D la moment pozitiv
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem E la moment negativ
13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186
Armarea in reazem E la moment pozitiv
13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele A-B
300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele B-C
300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele C-D
300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele D-E
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef
fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef
fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef
300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
63.280 1.2 188.067 334.049 201.803
54.050 1.2 130.872 249.757 144.85959.930 1.2 95.907 137.366 95.907
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
78.500 1.2 201.803 281.226 149.854
79.280 1.2 144.859 230.775 121.382
92.220 1.2 95.907 154.350 95.907
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
72.580 1.2 149.854 284.098 149.854
72.770 1.2 121.382 241.764 121.382
82.810 1.2 95.907 169.834 95.907
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
86.090 1.2 149.854 281.226 160.344
fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef
Vdred,g = VGS
Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)
Rb,st [kNm] M(+)Rb,dr [kNm]
Vdred,g = VGS
Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)
Rb,st [kNm] M(+)Rb,dr [kNm]
Vdred,g = VGS
Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)
Rb,st [kNm] M(+)Rb,dr [kNm]
Vdred,g = VGS
Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)
Rb,st [kNm] M(+)Rb,dr [kNm]
88.910 1.2 121.382 230.775 140.363
97.990 1.2 95.907 144.859 95.907
Tabele centralizatoare armare longitudinală pentru cadru longintudinal
Momente de proiectare [kNm]
dreapta stânga dreapta
199.95 -281.56 135.91
64.46 64.84
137.49 -237.37 85.84
66.62 60.02
18.01 -163.92 10
77.88 64.6
dreapta stânga dreapta
1257.547 1770.818 893.390
380.295 382.537
864.717 1492.893 760.265
393.038 354.100
485.376 1030.943 534.071
459.469 381.121
dreapta stânga dreapta
1269.203 1786.781 942.478
603.186 603.186
911.062 1520.531 763.407
603.186 603.186
603.186 1068.142 603.186
603.186 603.186
dreapta stânga dreapta
2φ22+2φ18 3φ25+1φ20 3φ20
MBEd
MB-CEd
MCEd
MC-DEd
Arii de armătură necesare [mm2]
ABs,nec
AB-Cs,nec
ACs,nec
AC-Ds,nec
Arii de armătură efectivee [mm2]
ABs,ef
AB-Cs,ef
ACs,ef
AC-Ds,ef
Alegerea armăturii [mm2]
ABs,ef
AB-Cs,ef
ACs,ef
AC-Ds,ef
3φ16 3φ16
2φ16+2φ18 4φ22 3φ18
3φ16 3φ16
3φ16 2φ14+2φ22 3φ16
3φ16 3φ16
Momente capabile [kNm]
dreapta stânga dreapta
201.803 284.098 149.854
102.240 102.240
144.859 241.764 121.382
102.240 102.240
95.907 169.834 95.907
102.240 102.240
Tabele centralizatoare armare trasnversală pentru cadrul longintudinal
Forța tăietoare [kN]
stânga dreapta stânga dreapta
63.280 -75.880 78.500 -71.640
131.731 112.131 103.459
150.415 99.480 104.149
213.695 -188.011 177.980 -175.099
81.935 -33.631 23.600 -30.879
0.383 0.179 0.133 0.176
213.695 188.011 177.980 175.099
176.710 152.385 142.354 140.486
54.050 -73.890 79.280 -71.200
101.515 89.221 84.518
110.769 81.267 87.155
164.819 -163.111 160.547 -155.718
37.709 -9.941 7.377 -11.748
0.229 0.061 0.046 0.075
164.819 163.111 160.547 155.718
129.139 127.764 125.200 121.165
MBRb
MB-CRb
MCRb
MC-DRb
VB
VB-CVC
59.930 -83.550 92.220 -82.190
70.247 61.325 57.784
65.480 57.751 63.778
125.410 -144.875 149.971 -139.974
-6.950 30.895 -25.799 25.026
-0.055 -0.213 -0.172 -0.179
125.410 144.875 149.971 139.974
92.158 118.572 121.316 112.386
Alegerea armăturilor in reazeme
Reazem B Reazem C Reazem D
dreapta stânga dreapta stânga dreapta
188.011 177.980 175.099 176.729 180.405
45 45 45 45 45
561.384 561.384 561.384 561.384 561.384
150 150 150 150 150
314.159 314.159 314.159 314.159 314.159
4φ10/150 4φ10/150 4φ10/150 4φ10/150 4φ10/150
0.152 0.152 0.152 0.152 0.152
0.698 0.698 0.698 0.698 0.698
163.111 160.547 155.718 159.925 159.687
45 45 45 45 45
561.384 561.384 561.384 561.384 561.384
150 150 150 150 150
235.619 235.619 235.619 235.619 235.619
3φ10/150 3φ10/150 3φ10/150 3φ10/150 3φ10/150
0.152 0.152 0.152 0.152 0.152
0.524 0.524 0.524 0.524 0.524
144.875 149.971 139.974 146.588 147.082
45 45 45 45 45
5613.84 5613.84 5613.84 5613.84 5613.84
150 150 150 150 150
201.062 201.062 201.062 235.619 201.062
4φ8/150 4φ8/150 4φ8/150 3φ10/150 4φ8/150
0.152 0.152 0.152 0.152 0.152
0.447 0.447 0.447 0.524 0.447
Alegerea armăturilor
Câmp B - C Câmp C - D Câmp D - E
dreapta stânga dreapta stânga dreapta
142.354 140.486 142.116 143.575 146.935
22 22 22 22 22
320.791 320.791 320.791 320.791 320.791
200 200 200 200 200
157.080 157.080 157.080 157.080 157.080
2φ10/200 2φ10/200 2φ10/200 2φ10/200 2φ10/200
0.262 0.262 0.262 0.262 0.262
0.152 0.152 0.152 0.152 0.152
125.200 121.165 125.372 125.261 134.786
22 22 22 22 22
320.791 320.791 320.791 320.791 320.791
200 200 200 200 200
100.531 100.531 100.531 100.531 100.531
2φ8/200 2φ8/200 2φ8/200 2φ8/200 2φ8/200
0.168 0.168 0.168 0.168 0.168
0.152 0.152 0.152 0.152 0.152
121.316 112.386 115.826 123.196 125.518
22 22 22 22 22
320.791 320.791 320.791 320.791 320.791
200 200 200 200 200
100.531 100.531 100.531 100.531 100.531
2φ8/200 2φ8/200 2φ8/200 2φ8/200 2φ8/200
0.168 0.168 0.168 0.168 0.168
0.152 0.152 0.152 0.152 0.152
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem A la moment negativ
3φ16 -313.43 1971.258 2100.940 2φ20+3φ25 1.2393φ16 -247.93 1559.308 1570.796 5φ20 0.9273φ16 -131.8 828.931 863.938 2φ16+3φ14 0.510
Armarea in reazem A la moment pozitiv
3φ16 180.44 1134.843 1182.810 2φ25+1φ16 0.6983φ16 100.07 785.398 823.097 2φ18+1φ20 0.4863φ16 10 431.969 603.186 3φ16 0.356
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem B la moment negativ
3φ16 -277.08 1742.642 1768.717 2φ20+3φ22 1.0433φ16 -226.64 1425.409 1451.416 2φ18+3φ20 0.8563φ16 -145.42 914.591 970.752 3φ14+2φ18 0.573
Armarea in reazem B la moment pozitiv
3φ16 199.95 1257.547 1269.203 2φ22+2φ18 0.7493φ16 137.49 864.717 911.062 2φ16+2φ18 0.5373φ16 18.01 485.376 603.186 3φ16 0.356
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem C la moment negativ
3φ16 -281.56 1770.818 1786.781 3φ25+1φ20 1.0543φ16 -237.37 1492.893 1520.531 4φ22 0.8973φ16 -163.92 1030.943 1068.142 2φ14+2φ22 0.630
.
3φ16 135.91 893.390 942.478 3φ20 0.5563φ16 85.84 760.265 763.407 3φ18 0.4503φ16 10 534.071 603.186 3φ16 0.356
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem D la moment negativ
3φ16 -278.88 1753.962 1768.717 3φ22+2φ20 1.0433φ16 -224.31 1410.755 1451.416 3φ20+2φ18 0.8563φ16 -142.72 897.610 911.062 3φ16+2φ14 0.537
Armarea in reazem D la moment pozitiv
As,min,ef M(-)Ed [kNm] A(-)
s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]
As,min,ef M(+)Ed [kNm] A(+)
s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]
As,min,ef M(-)Ed [kNm] A(-)
s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]
As,min,ef M(+)Ed [kNm] A(+)
s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]
As,min,ef M(-)Ed [kNm] A(-)
s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]
As,min,ef M(+)Ed [kNm] A(+)
s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]
As,min,ef M(-)Ed [kNm] A(-)
s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]
3φ16 143.6 903.145 942.478 3φ20 0.5563φ16 89.31 725.708 763.407 3φ18 0.4503φ16 10 455.531 603.186 3φ16 0.356
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem E la moment negativ
3φ16 -297.55 1871.384 1900.664 5φ22 1.1213φ16 -251.94 1584.528 1649.336 3φ22+2φ18 0.9733φ16 -168.37 1058.931 1071.283 3φ18+2φ14 0.632
Armarea in reazem E la moment pozitiv
3φ16 125.12 950.332 1008.451 2φ20+1φ22 0.5953φ16 61.85 824.668 882.788 2φ20+1φ18 0.5213φ16 10 535.642 603.186 3φ16 0.356
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele A-B
68.84 525.235 603.186 3φ16 0.356 OK64.16 392.699 603.186 3φ16 0.356 OK58.41 344.602 603.186 3φ16 0.356 OK
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele B-C
64.46 380.295 603.186 3φ16 0.356 OK66.62 393.038 603.186 3φ16 0.356 OK77.88 459.469 603.186 3φ16 0.356 OK
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele C-D
64.84 382.537 603.186 3φ16 0.356 OK60.02 354.100 603.186 3φ16 0.356 OK64.6 381.121 603.186 3φ16 0.356 OK
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele D-E
As,min,ef M(+)Ed [kNm] A(+)
s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]
As,min,ef M(-)Ed [kNm] A(-)
s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]
As,min,ef M(+)Ed [kNm] A(+)
s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]
M(+)Ed [kNm] A(+)
s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin
M(+)Ed [kNm] A(+)
s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin
M(+)Ed [kNm] A(+)
s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin
74.7 440.708 603.186 3φ16 0.356 OK75.43 445.015 603.186 3φ16 0.356 OK87.36 515.398 603.186 3φ16 0.356 OK
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
281.226 4.275 4.85 131.731 150.415 -200.211
230.775 4.275 4.85 101.515 110.769 -174.575154.350 4.275 4.85 70.247 65.480 -142.677
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
284.098 5.2 5.8 112.131 99.480 -188.011
241.764 5.2 5.8 89.221 81.267 -163.111
169.834 5.2 5.8 61.325 57.751 -144.875
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
281.226 5 5.6 103.459 104.149 -175.099
230.775 5 5.6 84.518 87.155 -155.718
144.859 5 5.6 57.784 63.778 -139.974
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
302.206 5.425 6 99.995 97.674 -180.405
M(+)Ed [kNm] A(+)
s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin
M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr
Ed,c [kN] Vdr-stEd,c [kN] Vst
Ed,max [kN]
M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr
Ed,c [kN] Vdr-stEd,c [kN] Vst
Ed,max [kN]
M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr
Ed,c [kN] Vdr-stEd,c [kN] Vst
Ed,max [kN]
M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr
Ed,c [kN] Vdr-stEd,c [kN] Vst
Ed,max [kN]
262.244 5.425 6 84.857 82.095 -159.687
170.334 5.425 6 58.892 53.257 -147.082
Tabele centralizatoare armare longitudinală pentru cadru longintudinal
Momente de proiectare [kNm]
stânga dreapta stânga dreapta
-278.88 143.6 -297.55 125.12
64.84 74.7
-224.31 89.31 -251.94 61.85
60.02 75.43
-142.72 10 -168.37 10
64.6 87.36
stânga dreapta stânga dreapta
1753.962 903.145 1871.384 950.332
382.537 440.708
1410.755 725.708 1584.528 824.668
354.100 445.015
897.610 455.531 1058.931 535.642
381.121 515.398
stânga dreapta stânga dreapta
1768.717 942.478 1900.664 1008.451
603.186 603.186
1451.416 763.407 1649.336 882.788
603.186 603.186
911.062 603.186 1071.283 603.186
603.186 603.186
stânga dreapta stânga dreapta
3φ22+2φ20 3φ20 5φ22 2φ20+1φ22
MDEd
MD-EEd
MEEd
ADs,nec
AD-Es,nec
AEs,nec
ADs,ef
AD-Es,ef
AEs,ef
ADs,ef
AD-Es,ef
AEs,ef
3φ16 3φ16
3φ20+2φ18 3φ18 3φ22+2φ18 2φ20+1φ18
3φ16 3φ16
3φ16+2φ14 3φ16 3φ18+2φ14 3φ16
3φ16 3φ16
Momente capabile [kNm]
stânga dreapta stânga dreapta
281.226 149.854 302.206 160.344
102.240 102.240
230.775 121.382 262.244 140.363
102.240 102.240
144.859 95.907 170.334 95.907
102.240 102.240
Tabele centralizatoare armare trasnversală pentru cadrul longintudinal
Forța tăietoare [kN]
stânga dreapta stânga dreapta
72.580 -80.410 86.090
103.459 99.995
104.149 97.674
176.729 -180.405 183.764
32.509 -13.905 17.264
0.184 0.077 0.094
176.729 180.405 183.764
142.116 143.575 146.935
72.770 -74.830 88.910
84.518 84.857
87.155 82.095
159.925 -159.687 171.005
15.955 4.053 7.265
0.100 -0.025 0.042
159.925 159.687 171.005
125.372 125.261 134.786
MDRb
MD-ERb
MERb
VC-DVD
VD-EVE
82.810 -88.190 97.990
57.784 58.892
63.778 53.257
146.588 -147.082 151.247
-18.412 39.098 -34.933
-0.126 -0.266 -0.231
146.588 147.082 151.247
115.826 123.196 125.518
Alegerea armăturilor in reazeme
Reazem E
stânga dreapta
183.764
45
561.384
150
314.159
4φ10/150
0.152
0.698
171.005
45
561.384
150
314.159
4φ10/150
0.152
0.698
151.247
45
5613.84
150
235.619
3φ10/150
0.152
0.524
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem A la moment negativ
OK 68.860 OK 334.049 401.232 68.860OK 56.077 OK 249.757 401.232 56.077OK 19.556 OK 137.366 401.232 19.556
Armarea in reazem A la moment pozitiv
OK 188.067OK 130.872OK 95.907
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem B la moment negativ
OK 37.463 OK 281.226 401.232 37.463OK 40.527 OK 230.775 401.232 40.527OK 27.567 OK 154.350 401.232 27.567
Armarea in reazem B la moment pozitiv
OK 201.803OK 144.859OK 95.907
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem C la moment negativ
OK 63.323 OK 284.098 401.232 63.323OK 56.784 OK 241.764 401.232 56.784OK 34.872 OK 169.834 401.232 34.872
.
OK 149.854OK 121.382OK 95.907
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem D la moment negativ
OK 61.968 OK 281.226 401.232 61.968OK 51.601 OK 230.775 401.232 51.601OK 23.091 OK 144.859 401.232 23.091
Armarea in reazem D la moment pozitiv
ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu
ρef ≥ ρmin M(+)Rb [kNm]
ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu
ρef ≥ ρmin M(+)Rb [kNm]
ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu
ρef ≥ ρmin M(+)Rb [kNm]
ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu
OK 149.854OK 121.382OK 95.907
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem E la moment negativ
OK 66.916 OK 302.206 401.232 66.916OK 57.491 OK 262.244 401.232 57.491OK 35.107 OK 170.334 401.232 35.107
Armarea in reazem E la moment pozitiv
OK 160.344OK 140.363OK 95.907
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele A-B
λ
102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele B-C
λ
102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele C-D
λ
102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele D-E
ρef ≥ ρmin M(+)Rb [kNm]
ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu
ρef ≥ ρmin M(+)Rb [kNm]
MRb [kNm] xb λxef = xu λxef ≤ λxb
MRb [kNm] xb λxef = xu λxef ≤ λxb
MRb [kNm] xb λxef = xu λxef ≤ λxb
λ
102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
ξ ξ
-68.451 213.695 81.935 0.342 0.383 OK
-47.465 164.819 37.709 0.272 0.229 OK-10.317 125.410 -6.950 0.072 -0.055 OK
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
ξ ξ
-33.631 177.980 23.600 0.179 0.133 OK
-9.941 160.547 7.377 0.061 0.046 OK
30.895 149.971 -25.799 -0.213 -0.172 OK
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
ξ ξ
-30.879 176.729 32.509 0.176 0.184 OK
-11.748 159.925 15.955 0.075 0.100 OK
25.026 146.588 -18.412 -0.179 -0.126 OK
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
ξ ξ
-13.905 183.764 17.264 0.077 0.094 OK
MRb [kNm] xb λxef = xu λxef ≤ λxb
VstEd,min [kN] Vdr
Ed,max [kN] VdstEd,min [kN] |Vst
ed,max|≤(2+ξ)*bw*d*fcd
VdrEd,min [kN] Vdr
Ed,max [kN] VdrEd,min [kN] |Vst
ed,max|≤(2+ξ)*bw*d*fcd
VdrEd,min [kN] Vdr
Ed,max [kN] VdrEd,min [kN] |Vst
ed,max|≤(2+ξ)*bw*d*fcd
VdrEd,min [kN] Vdr
Ed,max [kN] VdrEd,min [kN] |Vst
ed,max|≤(2+ξ)*bw*d*fcd
4.053 171.005 7.265 -0.025 0.042 OK
39.098 151.247 -34.933 -0.266 -0.231 OK
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem A la moment negativ
λ
0.8 OK0.8 OK0.8 OK
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem B la moment negativ
λ
0.8 OK0.8 OK0.8 OK
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem C la moment negativ
λ
0.8 OK0.8 OK0.8 OK
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem D la moment negativ
λ
0.8 OK0.8 OK0.8 OK
λxef ≤ λxb
λxef ≤ λxb
λxef ≤ λxb
λxef ≤ λxb
Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem E la moment negativ
λ
0.8 OK0.8 OK0.8 OK
λxef ≤ λxb
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
OK OK -200.211 213.695
OK OK -174.575 164.819OK OK -142.677 125.410
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
OK OK -188.011 177.980
OK OK -163.111 160.547
OK OK -144.875 149.971
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
OK OK -175.099 176.729
OK OK -155.718 159.925
OK OK -139.974 146.588
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
OK OK -180.405 183.764
|Vsted,max|≤(2+ξ)*bw*d*fcd |Vdr
ed,max|≤(2+ξ)*bw*d*fcd VstEd=VEd,final [kN] Vdr
Ed=VEd,final [kN]
|Vsted,max|≤(2+ξ)*bw*d*fcd |Vdr
ed,max|≤(2+ξ)*bw*d*fcd VstEd=VEd,final [kN] Vdr
Ed=VEd,final [kN]
|Vsted,max|≤(2+ξ)*bw*d*fcd |Vdr
ed,max|≤(2+ξ)*bw*d*fcd VstEd=VEd,final [kN] Vdr
Ed=VEd,final [kN]
|Vsted,max|≤(2+ξ)*bw*d*fcd |Vdr
ed,max|≤(2+ξ)*bw*d*fcd VstEd=VEd,final [kN] Vdr
Ed=VEd,final [kN]
OK OK -159.687 171.005
OK OK -147.082 151.247
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele critice
ctgθ=tgθ d [mm] z [mm]
200.211 213.695 1200 1 565 508.5174.575 164.819 1200 1 565 508.5
142.677 125.410 1200 1 565 508.5
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele critice
ctgθ=tgθ d [mm] z [mm]
188.011 177.980 1200 1 565 508.5
163.111 160.547 1200 1 565 508.5
144.875 149.971 1200 1 565 508.5
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele critice
ctgθ=tgθ d [mm] z [mm]
175.099 176.729 1200 1 565 508.5
155.718 159.925 1200 1 565 508.5
139.974 146.588 1200 1 565 508.5
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
Calcul in zonele critice
ctgθ=tgθ d [mm] z [mm]
VstEd=Vst
Rd,s [kN] VdrEd=Vdr
Rd,s [kN] lcr [mm]
VstEd=Vst
Rd,s [kN] VdrEd=Vdr
Rd,s [kN] lcr [mm]
VstEd=Vst
Rd,s [kN] VdrEd=Vdr
Rd,s [kN] lcr [mm]
VstEd=Vst
Rd,s [kN] VdrEd=Vdr
Rd,s [kN] lcr [mm]
180.405 183.764 1200 1 565 508.5
159.687 171.005 1200 1 565 508.5
147.082 151.247 1200 1 565 508.5
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele critice
s [mm]
150 210 0.152 281.235 314.159 4φ10/150150 210 0.152 245.224 314.159 4φ10/150
150 210 0.152 200.418 201.062 4φ8/150
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele critice
s [mm]
150 210 0.152 264.098 314.159 4φ10/150
150 210 0.152 229.120 235.619 3φ10/150
150 210 0.152 203.505 201.062 4φ8/150
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele critice
s [mm]
150 210 0.152 245.960 314.159 4φ10/150
150 210 0.152 218.735 235.619 3φ10/150
150 210 0.152 196.620 201.062 4φ8/150
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
Calcul in zonele critice
s [mm]
fywd [N/mm2] ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw
fywd [N/mm2] ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw
fywd [N/mm2] ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw
fywd [N/mm2] ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw
150 210 0.152 253.413 314.159 4φ10/150
150 210 0.152 224.312 235.619 3φ10/150
150 210 0.152 206.605 201.062 4φ8/150
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele critice
0.698 OK 223.650 300.175 314.159 4φ10/1500.698 OK 223.650 231.520 235.619 3φ10/150
0.447 OK 143.136 176.162 201.062 4φ8/150
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele critice
0.698 OK 223.650 250.007 314.159 4φ10/150
0.524 OK 167.737 225.519 235.619 3φ10/150
0.447 OK 143.136 210.664 201.062 4φ8/150
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele critice
0.698 OK 223.650 248.249 314.159 4φ10/150
0.524 OK 167.737 224.645 235.619 3φ10/150
0.447 OK 143.136 205.911 235.619 3φ10/150
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
Calcul in zonele critice
ρstef [%] ρst
ef ≥ ρmin VstRd,s [kN] Anec,dr
sw [mm2] Aef,drsw [mm2] Aef,dr
sw
ρstef [%] ρst
ef ≥ ρmin VstRd,s [kN] Anec,dr
sw [mm2] Aef,drsw [mm2] Aef,dr
sw
ρstef [%] ρst
ef ≥ ρmin VstRd,s [kN] Anec,dr
sw [mm2] Aef,drsw [mm2] Aef,dr
sw
ρstef [%] ρst
ef ≥ ρmin VstRd,s [kN] Anec,dr
sw [mm2] Aef,drsw [mm2] Aef,dr
sw
0.698 OK 223.650 258.132 314.159 4φ10/150
0.524 OK 167.737 240.209 314.159 4φ10/150
0.447 OK 143.136 212.455 235.619 3φ10/150
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele critice
0.698 OK 223.650 1 0.552 561.3840.524 OK 167.737 1 0.552 561.384
0.447 OK 143.136 1 0.552 5613.84
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele critice
0.698 OK 223.650 1 0.552 561.384
0.524 OK 167.737 1 0.552 561.384
0.447 OK 143.136 1 0.552 5613.84
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele critice
0.698 OK 223.650 1 0.552 561.384
0.524 OK 167.737 1 0.552 561.384
0.524 OK 167.737 1 0.552 5613.84
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
Calcul in zonele critice
ρdref [%] ρdr
ef ≥ ρmin VdrRd,s [kN] αcw ν1 Vst
Rd,max [kN]
ρdref [%] ρdr
ef ≥ ρmin VdrRd,s [kN] αcw ν1 Vst
Rd,max [kN]
ρdref [%] ρdr
ef ≥ ρmin VdrRd,s [kN] αcw ν1 Vst
Rd,max [kN]
ρdref [%] ρdr
ef ≥ ρmin VdrRd,s [kN] αcw ν1 Vst
Rd,max [kN]
0.698 OK 223.650 1 0.552 561.384
0.698 OK 223.650 1 0.552 561.384
0.524 OK 167.737 1 0.552 5613.84
163.226015828651138.895110150356105.523650299596
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele critice
163.226
561.384 223.650 223.650 138.895561.384 223.650 167.737 105.524
5613.84 143.136 143.136
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele critice
152.385
561.384 223.650 223.650 127.764
561.384 167.737 167.737 118.572
5613.84 143.136 143.136
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele critice
140.486
561.384 223.650 223.650 121.165
561.384 167.737 167.737 112.386
5613.84 143.136 167.737
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
Calcul in zonele critice
143.575
VstEd=Vst
Ed,final [kN]
VdrRd,max [kN] Vst
Rd =min(VstRd,s;Vst
Rd,max) Vsrtd =min(Vdr
Rd,s;VdrRd,max)
VstEd=Vst
Ed,final [kN]
VdrRd,max [kN] Vst
Rd =min(VstRd,s;Vst
Rd,max) Vsrtd =min(Vdr
Rd,s;VdrRd,max)
VstEd=Vst
Ed,final [kN]
VdrRd,max [kN] Vst
Rd =min(VstRd,s;Vst
Rd,max) Vsrtd =min(Vdr
Rd,s;VdrRd,max)
VstEd=Vst
Ed,final [kN]
VdrRd,max [kN] Vst
Rd =min(VstRd,s;Vst
Rd,max) Vsrtd =min(Vdr
Rd,s;VdrRd,max)
561.384 223.650 223.650 125.261
561.384 167.737 223.650 123.196
5613.84 143.136 167.737
176.709563380495129.13925002594192.1580922507852
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele de camp
176.710
129.139 163.226 176.710 1.875 62.40392.158 138.895 129.139 1.875 62.403
105.524 92.158 1.875 62.403
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele de camp
142.354
125.200 152.385 142.354 2.8 62.403
121.316 127.764 125.200 2.8 62.403
118.572 121.316 2.8 62.403
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele de camp
142.116
125.372 140.486 142.116 2.6 62.403
115.826 121.165 125.372 2.6 62.403
112.386 115.826 2.6 62.403
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
Calcul in zonele de camp
146.935
VdrEd=Vdr
Ed,final [kN]
VstEd=Vst
Rd,s [kN] VdrEd=Vdr
Rd,s [kN] lcamp [mm] VstRd,c [kN]
VdrEd=Vdr
Ed,final [kN]
VstEd=Vst
Rd,s [kN] VdrEd=Vdr
Rd,s [kN] lcamp [mm] VstRd,c [kN]
VdrEd=Vdr
Ed,final [kN]
VstEd=Vst
Rd,s [kN] VdrEd=Vdr
Rd,s [kN] lcamp [mm] VstRd,c [kN]
VdrEd=Vdr
Ed,final [kN]
VstEd=Vst
Rd,s [kN] VdrEd=Vdr
Rd,s [kN] lcamp [mm] VstRd,c [kN]
134.786 143.575 146.935 3.025 62.403
125.518 125.261 134.786 3.025 62.403
123.196 125.518 3.025 62.403
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele de camp
d [mm] k
62.403 0.12 565 1.595 0.004 20 0.1562.403 0.12 565 1.595 0.004 20 0.15
62.403 0.12 565 1.595 0.004 20 0.15
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele de camp
d [mm] k
62.403 0.12 565 1.595 0.004 20 0.15
62.403 0.12 565 1.595 0.004 20 0.15
62.403 0.12 565 1.595 0.004 20 0.15
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele de camp
d [mm] k
62.403 0.12 565 1.595 0.004 20 0.15
62.403 0.12 565 1.595 0.004 20 0.15
62.403 0.12 565 1.595 0.004 20 0.15
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
Calcul in zonele de camp
d [mm] k
VdrRd,c [kN] CRd,c ρl [%] fck [N/mm2] k1
VdrRd,c [kN] CRd,c ρl [%] fck [N/mm2] k1
VdrRd,c [kN] CRd,c ρl [%] fck [N/mm2] k1
VdrRd,c [kN] CRd,c ρl [%] fck [N/mm2] k1
62.403 0.12 565 1.595 0.004 20 0.15
62.403 0.12 565 1.595 0.004 20 0.15
62.403 0.12 565 1.595 0.004 20 0.15
0.13241078582
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele de camp
θ [rad]
0 53.442 0.315 OK OK 0.1480 53.442 0.315 OK OK 0.125
0 53.442 0.315 OK OK 0.095
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele de camp
θ [rad]
0 53.442 0.315 OK OK 0.137
0 53.442 0.315 OK OK 0.115
0 53.442 0.315 OK OK 0.106
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele de camp
θ [rad]
0 53.442 0.315 OK OK 0.126
0 53.442 0.315 OK OK 0.109
0 53.442 0.315 OK OK 0.101
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
Calcul in zonele de camp
θ [rad]
σcp VminRd,c [kN] νmin Vst
Rd,c ≥ VminRd,c Vdr
Rd,c ≥ VminRd,c
σcp VminRd,c [kN] νmin Vst
Rd,c ≥ VminRd,c Vdr
Rd,c ≥ VminRd,c
σcp VminRd,c [kN] νmin Vst
Rd,c ≥ VminRd,c Vdr
Rd,c ≥ VminRd,c
σcp VminRd,c [kN] νmin Vst
Rd,c ≥ VminRd,c Vdr
Rd,c ≥ VminRd,c
0 53.442 0.315 OK OK 0.129
0 53.442 0.315 OK OK 0.113
0 53.442 0.315 OK OK 0.111
7.58657919 2.5
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele de camp
θ [grade] ctgθ tgθ z [mm] s [mm]
8.452 2.500 1.000 1 0.552 508.5 2007.162 2.500 1.000 1 0.552 508.5 200
5.417 2.500 1.000 1 0.552 508.5 200
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele de camp
θ [grade] ctgθ tgθ z [mm] s [mm]
7.875 2.500 1.000 1 0.552 508.5 200
6.578 2.500 1.000 1 0.552 508.5 200
6.097 2.500 1.000 1 0.552 508.5 200
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele de camp
θ [grade] ctgθ tgθ z [mm] s [mm]
7.246 2.500 1.000 1 0.552 508.5 200
6.232 2.500 1.000 1 0.552 508.5 200
5.774 2.500 1.000 1 0.552 508.5 200
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
Calcul in zonele de camp
θ [grade] ctgθ tgθ z [mm] s [mm]
αcw ν1
αcw ν1
αcw ν1
αcw ν1
7.409 2.500 1.000 1 0.552 508.5 200
6.446 2.500 1.000 1 0.552 508.5 200
6.338 2.500 1.000 1 0.552 508.5 200
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele de camp
210 320.791 320.791 calcul armare calcul armare210 320.791 320.791 calcul armare calcul armare
210 320.791 320.791 calcul armare calcul armare
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele de camp
210 320.791 320.791 calcul armare calcul armare
210 320.791 320.791 calcul armare calcul armare
210 320.791 320.791 calcul armare calcul armare
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele de camp
210 320.791 320.791 calcul armare calcul armare
210 320.791 320.791 calcul armare calcul armare
210 320.791 320.791 calcul armare calcul armare
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
Calcul in zonele de camp
fywd [N/mm2] VstRd,max [kN] Vdr
Rd,max [kN] VstRdc,c ≤ Vst
ed ≤ VstRd,max Vdr
Rdc,c ≤ Vsred ≤ Vdr
Rd,max
fywd [N/mm2] VstRd,max [kN] Vdr
Rd,max [kN] VstRdc,c ≤ Vst
ed ≤ VstRd,max Vdr
Rdc,c ≤ Vsred ≤ Vdr
Rd,max
fywd [N/mm2] VstRd,max [kN] Vdr
Rd,max [kN] VstRdc,c ≤ Vst
ed ≤ VstRd,max Vdr
Rdc,c ≤ Vsred ≤ Vdr
Rd,max
fywd [N/mm2] VstRd,max [kN] Vdr
Rd,max [kN] VstRdc,c ≤ Vst
ed ≤ VstRd,max Vdr
Rdc,c ≤ Vsred ≤ Vdr
Rd,max
210 320.791 320.791 calcul armare calcul armare
210 320.791 320.791 calcul armare calcul armare
210 320.791 320.791 calcul armare calcul armare
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele de camp
0.152 122.284 157.080 2φ10/200 0.262 OK 209.6720.152 104.056 157.080 2φ10/200 0.262 OK 209.672
0.152 79.055 100.531 2φ8/200 0.168 OK 134.190
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele de camp
0.152 114.162 157.080 2φ10/200 0.262 OK 209.672
0.152 95.717 100.531 2φ8/200 0.168 OK 134.190
0.152 88.830 100.531 2φ8/200 0.168 OK 134.190
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele de camp
0.152 105.248 157.080 2φ10/200 0.262 OK 209.672
0.152 90.773 100.531 2φ8/200 0.168 OK 134.190
0.152 84.196 100.531 2φ8/200 0.168 OK 134.190
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
Calcul in zonele de camp
ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw ρst
ef [%] ρstef ≥ ρmin Vst
Rd,s [kN]
ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw ρst
ef [%] ρstef ≥ ρmin Vst
Rd,s [kN]
ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw ρst
ef [%] ρstef ≥ ρmin Vst
Rd,s [kN]
ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw ρst
ef [%] ρstef ≥ ρmin Vst
Rd,s [kN]
0.152 107.562 157.080 2φ10/200 0.262 OK 209.672
0.152 93.842 100.531 2φ8/200 0.168 OK 134.190
0.152 92.295 100.531 2φ8/200 0.168 OK 134.190
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele de camp
132.385 157.080 2φ10/200 0.262 OK 209.67296.747 157.080 2φ10/200 0.262 OK 209.672
69.042 100.531 2φ8/200 0.168 OK 134.190
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele de camp
106.647 157.080 2φ10/200 0.262 OK 209.672
93.796 157.080 2φ10/200 0.262 OK 209.672
90.886 157.080 2φ10/200 0.262 OK 209.672
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele de camp
106.469 157.080 2φ10/200 0.262 OK 209.672
93.925 157.080 2φ10/200 0.262 OK 209.672
86.773 100.531 2φ8/200 0.168 OK 134.190
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele D-E
Calcul in zonele de camp
Anec,drsw [mm2] Aef,dr
sw [mm2] Aef,drsw ρdr
ef [%] ρdref ≥ ρmin Vdr
Rd,s [kN]
Anec,drsw [mm2] Aef,dr
sw [mm2] Aef,drsw ρdr
ef [%] ρdref ≥ ρmin Vdr
Rd,s [kN]
Anec,drsw [mm2] Aef,dr
sw [mm2] Aef,drsw ρdr
ef [%] ρdref ≥ ρmin Vdr
Rd,s [kN]
Anec,drsw [mm2] Aef,dr
sw [mm2] Aef,drsw ρdr
ef [%] ρdref ≥ ρmin Vdr
Rd,s [kN]
110.079 157.080 2φ10/200 0.262 OK 209.672
100.978 157.080 2φ10/200 0.262 OK 209.672
94.035 157.080 2φ10/200 0.262 OK 209.672
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 2 la moment negativ
Nume
Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540
Armarea in reazem 2 la moment pozitiv
Nume
Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 3 la moment negativ
Nume
Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540
Armarea in reazem 3 la moment pozitiv
Nume
Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 4 la moment negativ
Nume
Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540
Armarea Iin reazem 4 la moemnt pozitiv
Nume
Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 5 la moment negativ
Nume
Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540
Armarea in reazem 5 la moment pozitiv
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
Nume
Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 2-3
Nume d [mm]
Grup I 300 650 35 615 13.333Grup II 300 650 35 615 13.333Grup III 300 650 35 615 13.333
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 3-4
Nume d [mm]
Grup I 300 650 35 615 13.333Grup II 300 650 35 615 13.333Grup III 300 650 35 615 13.333
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 4-5
Nume d [mm]
Grup I 300 650 35 615 13.333Grup II 300 650 35 615 13.333Grup III 300 650 35 615 13.333
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Nume
Grup I 300 650 13.333 300 85.260
Grup II 300 650 13.333 300 88.290Grup III 300 650 13.333 300 89.690
bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]
bw [mm] hw [mm] as [mm] fcd [N/mm2]
bw [mm] hw [mm] as [mm] fcd [N/mm2]
bw [mm] hw [mm] as [mm] fcd [N/mm2]
bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS
Ed,st [kN]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Nume
Grup I 300 650 13.333 300 76.170
Grup II 300 650 13.333 300 73.930Grup III 300 650 13.333 300 83.020
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Nume
Grup I 300 650 13.333 300 69.650
Grup II 300 650 13.333 300 64.000Grup III 300 650 13.333 300 77.670
Tabele centralizatoare armare longitudinală pentru cadru transversal
Momente de proiectare [kNm]
Nume Semnstânga dreapta stânga
Grup I- -332.43 132.78 -292.44+ 100.93
Grup II- -269.96 66.13 -238.08
+ 95.91
Grup III- -156.84 10 -149.21
+ 96.36
Nume Semnstânga dreapta stânga
Grup I- 2052.037 1050.470 1805.185+ 547.046
Grup II- 1666.420 851.372 1469.630
+ 519.837
Grup III- 968.148 502.655 921.049
+ 522.276
bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS
Ed,st [kN]
bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS
Ed,st [kN]
M2Ed
M2-3Ed
M3Ed
Arii de armătură necesare [mm2]
A2Ed
A2-3Ed
A3Ed
Nume Semnstânga dreapta stânga
Grup I- 2100.940 1182.810 1900.664+ 763.407
Grup II- 1702.743 942.478 1570.796
+ 763.407
Grup III- 1005.310 763.407 1005.310
+ 763.407
Alegerea armăturii
Nume Semnstânga dreapta stânga
Grup I- 2φ20+3φ25 1φ16+2φ22 5φ22+ 3φ18
Grup II- 3φ20+2φ20 3φ20 3φ18+2φ20
+ 3φ18
Grup III- 5φ16 3φ18 5φ16
+ 3φ18
Momente capabile [kNm]
Nume Semnstânga dreapta stânga
Grup I- 340.352 191.615 307.907+ 140.849
Grup II- 275.844 152.681 254.469
+ 140.849
Grup III- 162.860 123.672 18.143
+ 140.849
Tabele centralizatoare armare transversală pentru cadrul transversal
Forța tăietoare [kN]
Numestânga dreapta
Grup I
-85.260
124.881
125.930
-210.141
Arii de armătură efectivee [mm2]
A2Ed
A2-3Ed
A3Ed
A2Ed
A2-3Ed
A3Ed
M2Rd
M2-3Rd
M3Rd
V2
V2-3
VGSEd
Vst-drEd,c
Vdr-stEd,c
VmaxEd
Grup I-38.961
ξ 0.185
Reazem 211.850
Câmp 165.489
Grup II
-88.290
101.788
102.297
-190.078
-22.678
ξ 0.119
Reazem 181.407
Câmp 136.069
Grup III
-89.690
71.633
71.633
-161.323
14.217
ξ -0.088
Reazem 157.483
Câmp 119.722
Alegerea armăturilor in reazeme
NumeReazem 2 Reazem 3
stânga dreapta stânga
Grup I
211.850 210.141
45 45
611.064 611.064
150 150
314.159 314.159
4φ10/150 4φ10/150
0.152 0.152
0.698 0.698
Grup II
181.407 210.141
45 45
611.064 611.064
150 150
314.159 235.619
4φ10/150 3φ10/150
0.152 0.152
0.698 0.524
VminEd
VfinalEd
VfinalEd
VGSEd
Vst-drEd,c
Vdr-stEd,c
VmaxEd
VminEd
VfinalEd
VfinalEd
VGSEd
Vst-drEd,c
Vdr-stEd,c
VmaxEd
VminEd
VfinalEd
VfinalEd
VfinalEd
θ [˚]
VRd,max [kN]
s [mm]
Aefsw [mm2]
φef [mm]
ρmin [%]
ρef [%]
VfinalEd
θ [˚]
VRd,max [kN]
s [mm]
Aefsw [mm2]
φef [mm]
ρmin [%]
ρef [%]
Grup III
157.483 190.078
45 45
6110.64 611.064
150 150
235.619 235.619
3φ10/150 3φ10/150
0.152 0.152
0.524 0.524
Alegerea armăturilor
NumeCâmp 2-3 Câmp 3-4
stânga dreapta stânga
Grup I
165.489 163.779 145.575
22 22 22
349.179 349.179 349.179
200 200 200
157.080 157.080 157.080
2φ10/200 2φ10/200 2φ10/200
0.262 0.262 0.262
0.152 0.152 0.152
Grup II
136.069 163.779 127.617
22 22 22
349.179 349.179 349.179
200 200 200
100.531 100.531 100.531
2φ8/200 2φ8/200 2φ8/200
0.168 0.168 0.168
0.152 0.152 0.152
Grup III
119.722 144.740 121.625
22 22 22
349.179 349.179 349.179
200 200 200
100.531 100.531 100.531
2φ8/200 2φ8/200 2φ8/200
0.168 0.168 0.168
0.152 0.152 0.152
VfinalEd
θ [˚]
VRd,max [kN]
s [mm]
Aefsw [mm2]
φef [mm]
ρmin [%]
ρef [%]
VfinalEd
θ [˚]
VRd,max [kN]
s [mm]
Aefsw [mm2]
φef [mm]
ρmin [%]
ρef [%]
VfinalEd
θ [˚]
VRd,max [kN]
s [mm]
Aefsw [mm2]
φef [mm]
ρmin [%]
ρef [%]
VfinalEd
θ [˚]
VRd,max [kN]
s [mm]
Aefsw [mm2]
φef [mm]
ρmin [%]
ρef [%]
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 2 la moment negativ
13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186
Armarea in reazem 2 la moment pozitiv
13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 3 la moment negativ
13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186
Armarea in reazem 3 la moment pozitiv
13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 4 la moment negativ
13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186
Armarea Iin reazem 4 la moemnt pozitiv
13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 5 la moment negativ
13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186
Armarea in reazem 5 la moment pozitiv
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 2-3
300 0.319 621.739 763.407 3φ18300 0.319 621.739 763.407 3φ18300 0.319 621.739 763.407 3φ18
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 3-4
300 0.319 621.739 763.407 3φ18300 0.319 621.739 763.407 3φ18300 0.319 621.739 763.407 3φ18
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 4-5
300 0.319 621.739 763.407 3φ18300 0.319 621.739 763.407 3φ18300 0.319 621.739 763.407 3φ18
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
85.920 1.2 191.615 340.352 163.369
79.110 1.2 152.681 275.844 133.34285.850 1.2 123.672 162.860 123.672
fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]
fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef
fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef
fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef
Vdred,g = VGS
Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)
Rb,st [kNm] M(+)Rb,dr [kNm]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
76.890 1.2 163.369 307.907 152.681
77.810 1.2 133.342 254.469 123.67290.440 1.2 123.672 162.860 123.672
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
70.570 1.2 152.681 303.709 184.744
73.280 1.2 123.672 235.129 123.67278.100 1.2 123.672 173.548 123.672
Tabele centralizatoare armare longitudinală pentru cadru transversal
Momente de proiectare [kNm]
dreapta stânga dreapta
159.54 -292.94 145.38
63.01 60.58
101.32 -226.07 96.69
63.62 56.56
10 -159.59 10
63.62 64.45
dreapta stânga dreapta
984.815 1808.272 937.373
341.518 328.347
785.398 1395.494 725.708
344.824 306.558
502.655 985.123 535.642
402.060 349.322
Vdred,g = VGS
Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)
Rb,st [kNm] M(+)Rb,dr [kNm]
Vdred,g = VGS
Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)
Rb,st [kNm] M(+)Rb,dr [kNm]
M3Ed
M3-4Ed
M4Ed
M4-5Ed
Arii de armătură necesare [mm2]
A3Ed
A3-4Ed
A4Ed
A4-5Ed
dreapta stânga dreapta
1008.451 1874.745 942.478
763.407 763.407
823.097 1451.416 763.407
763.407 763.407
763.407 1071.283 763.407
763.407 763.407
Alegerea armăturii
dreapta stânga dreapta
2φ20+1φ22 2φ16+3φ25 3φ20
3φ18 3φ18
2φ18+1φ20 2φ18+3φ20 3φ18
3φ18 3φ18
3φ18 2φ14+3φ18 3φ18
3φ18 3φ18
Momente capabile [kNm]
dreapta stânga dreapta
163.369 303.709 152.681
140.849 140.849
133.342 235.129 123.672
140.849 140.849
123.672 173.548 123.672
140.849 140.849
Tabele centralizatoare armare transversală pentru cadrul transversal
Forța tăietoare [kN]
stânga dreapta stânga dreapta
85.920 -76.170 76.890 -69.650
124.881 108.834 109.803
125.930 107.322 122.113
211.850 -185.004 184.212 -179.453
Arii de armătură efectivee [mm2]
A3Ed
A3-4Ed
A4Ed
A4-5Ed
A3Ed
A3-4Ed
A4Ed
A4-5Ed
M3Rd
M3-4Rd
M4Rd
M4-5Rd
V3
V3-4V4
40.670 -31.944 31.152 -39.233
0.192 0.173 0.169 0.219
210.141 184.212 185.004 192.683
163.779 145.575 146.367 154.707
70.570 -73.930 77.810 -64.000
101.788 85.857 89.700
102.297 88.111 89.700
192.683 -159.787 165.921 -153.700
52.463 -8.047 14.181 -16.420
0.077 0.050 0.085 0.107
210.141 165.921 185.004 162.980
163.779 127.617 146.367 125.800
85.850 -83.020 90.440 -77.670
71.633 69.255 65.907
71.633 66.765 74.305
157.483 -152.275 157.205 -143.577
-18.057 21.185 -16.255 12.193
-0.115 -0.139 -0.103 -0.085
190.078 157.205 159.787 152.405
144.740 121.625 121.484 112.040
Alegerea armăturilor in reazeme
Reazem 3 Reazem 4 Reazem 5
dreapta stânga dreapta stânga dreapta
184.212 185.004 192.683 179.453
45 45 45 45
611.064 611.064 611.064 611.064
150 150 150 150
314.159 314.159 235.619 314.159
4φ10/150 4φ10/150 235.619 4φ10/150
0.152 0.152 0.152 0.152
0.698 0.698 0.524 0.698
165.921 185.004 162.980 179.453
45 45 45 45
611.064 611.064 611.064 611.064
150 150 150 150
235.619 235.619 235.619 235.619
3φ10/150 3φ10/150 235.619 3φ10/150
0.152 0.152 0.152 0.152
0.524 0.524 0.524 0.524
157.205 159.787 152.405 153.700
45 45 45 45
6110.64 611.064 6110.64 611.064
150 150 150 150
201.062 235.619 201.062 201.062
4φ8/150 3φ10/150 201.062 4φ8/150
0.152 0.152 0.152 0.152
0.447 0.524 0.447 0.447
Alegerea armăturilor
Câmp 3-4 Câmp 4-5
dreapta stânga dreapta
146.367 154.707 141.477
22 22 22
349.179 349.179 349.179
200 200 200
157.080 157.080 157.080
2φ10/200 2φ10/200 2φ10/200
0.262 0.262 0.262
0.152 0.152 0.152
146.367 125.800 141.477
22 22 22
349.179 349.179 349.179
200 200 200
100.531 100.531 100.531
2φ8/200 2φ8/200 2φ8/200
0.168 0.168 0.168
0.152 0.152 0.152
121.484 112.040 116.520
22 22 22
349.179 349.179 349.179
200 200 200
100.531 100.531 100.531
2φ8/200 2φ8/200 2φ8/200
0.168 0.168 0.168
0.152 0.152 0.152
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 2 la moment negativ
3φ16 -332.43 2052.037 2100.940 2φ20+3φ25 1.1393φ16 -269.96 1666.420 1702.743 3φ20+2φ20 0.9233φ16 -156.84 968.148 1005.310 5φ16 0.545
Armarea in reazem 2 la moment pozitiv
3φ16 132.78 1050.470 1182.810 1φ16+2φ22 0.6413φ16 66.13 851.372 942.478 3φ20 0.5113φ16 10 502.655 763.407 3φ18 0.414
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 3 la moment negativ
3φ16 -292.44 1805.185 1900.664 5φ22 1.0303φ16 -238.08 1469.630 1570.796 3φ18+2φ20 0.8513φ16 -149.21 921.049 1005.310 5φ16 0.545
Armarea in reazem 3 la moment pozitiv
3φ16 159.54 984.815 1008.451 2φ20+1φ22 0.5473φ16 101.32 785.398 823.097 2φ18+1φ20 0.4463φ16 10 502.655 763.407 3φ18 0.414
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 4 la moment negativ
3φ16 -292.94 1808.272 1874.745 2φ16+3φ25 1.0163φ16 -226.07 1395.494 1451.416 2φ18+3φ20 0.7873φ16 -159.59 985.123 1071.283 2φ14+3φ18 0.581
Armarea Iin reazem 4 la moemnt pozitiv
3φ16 145.38 937.373 942.478 3φ20 0.5113φ16 96.69 725.708 763.407 3φ18 0.4143φ16 10 535.642 763.407 3φ18 0.414
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 5 la moment negativ
3φ16 -277.5 1712.963 1768.717 2φ20+3φ22 0.9593φ16 -224.23 1384.136 1451.416 2φ18+3φ20 0.7873φ16 -126.97 783.765 863.938 3φ14+2φ16 0.468
Armarea in reazem 5 la moment pozitiv
As,min,ef M(-)Ed [kNm] A(-)
s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]
As,min,ef M(+)Ed [kNm] A(+)
s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]
As,min,ef M(-)Ed [kNm] A(-)
s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]
As,min,ef M(+)Ed [kNm] A(+)
s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]
As,min,ef M(-)Ed [kNm] A(-)
s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]
As,min,ef M(+)Ed [kNm] A(+)
s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]
As,min,ef M(-)Ed [kNm] A(-)
s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]
3φ16 184.4 1138.272 1140.398 3φ22 0.6183φ16 110.88 725.708 763.407 3φ18 0.4143φ16 10 431.969 763.407 3φ18 0.414
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 2-3
100.93 547.046 763.407 3φ18 0.391 OK95.91 519.837 763.407 3φ18 0.391 OK96.36 522.276 763.407 3φ18 0.391 OK
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 3-4
63.01 341.518 763.407 3φ18 0.391 OK63.62 344.824 763.407 3φ18 0.391 OK74.18 402.060 763.407 3φ18 0.391 OK
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 4-5
60.58 328.347 763.407 3φ18 0.391 OK56.56 306.558 763.407 3φ18 0.391 OK64.45 349.322 763.407 3φ18 0.391 OK
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
307.907 4.8 5.4 124.881 125.930 -210.141
254.469 4.8 5.4 101.788 102.297 -190.078162.860 4.8 5.4 71.633 71.633 -161.323
As,min,ef M(+)Ed [kNm] A(+)
s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]
M(+)Ed [kNm] A(+)
s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin
M(+)Ed [kNm] A(+)
s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin
M(+)Ed [kNm] A(+)
s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin
M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr
Ed,c [kN] Vdr-stEd,c [kN] Vst
Ed,max [kN]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
303.709 5.15 5.75 108.834 107.322 -185.004
235.129 5.15 5.75 85.857 88.111 -159.787173.548 5.15 5.75 69.255 66.765 -152.275
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
286.532 4.8 5.4 109.803 122.113 -179.453
235.129 4.8 5.4 89.700 89.700 -153.700139.958 4.8 5.4 65.907 74.305 -143.577
Tabele centralizatoare armare longitudinală pentru cadru transversal
Momente de proiectare [kNm]
stânga dreapta
-277.5 184.4
60.58
-224.23 110.88
56.56
-126.97 10
64.45
stânga dreapta
1712.963 1138.272
328.347
1384.136 725.708
306.558
783.765 431.969
349.322
M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr
Ed,c [kN] Vdr-stEd,c [kN] Vst
Ed,max [kN]
M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr
Ed,c [kN] Vdr-stEd,c [kN] Vst
Ed,max [kN]
M5Ed
A5Ed
stânga dreapta
1768.717 1140.398
763.407
1451.416 763.407
763.407
863.938 763.407
763.407
Alegerea armăturii
stânga dreapta
2φ20+3φ22 3φ22
3φ18
2φ18+3φ20 3φ18
3φ18
3φ14+2φ16 3φ18
3φ18
Momente capabile [kNm]
stânga dreapta
286.532 184.744
140.849
235.129 123.672
140.849
139.958 123.672
140.849
Tabele centralizatoare armare transversală pentru cadrul transversal
Forța tăietoare [kN]
stânga dreapta
70.570
109.803
122.113
192.683
A5Ed
A5Ed
M5Rd
V4-5V5
52.463
0.272
179.453
141.477
73.280
89.700
89.700
162.980
25.700
0.158
179.453
141.477
78.100
65.907
74.305
152.405
-3.365
-0.022
153.700
116.520
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 2 la moment negativ
λ
OK 68.860 OK 340.352 401.232 68.860 0.8OK 57.020 OK 275.844 401.232 57.020 0.8OK 18.143 OK 162.860 401.232 18.143 0.8
Armarea in reazem 2 la moment pozitiv
OK 191.615OK 152.681OK 123.672
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 3 la moment negativ
λ
OK 66.916 OK 307.907 401.232 66.916 0.8OK 56.077 OK 254.469 401.232 56.077 0.8OK 18.143 OK 162.860 401.232 18.143 0.8
Armarea in reazem 3 la moment pozitiv
OK 163.369OK 133.342OK 123.672
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 4 la moment negativ
λ
OK 69.920 OK 303.709 401.232 69.920 0.8OK 51.601 OK 235.129 401.232 51.601 0.8OK 23.091 OK 173.548 401.232 23.091 0.8
Armarea Iin reazem 4 la moemnt pozitiv
OK 152.681OK 123.672OK 123.672
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 5 la moment negativ
λ
OK 47.124 OK 286.532 401.232 47.124 0.8OK 51.601 OK 235.129 401.232 51.601 0.8OK 7.540 OK 139.958 401.232 7.540 0.8
Armarea in reazem 5 la moment pozitiv
ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu
ρef ≥ ρmin M(+)Rb [kNm]
ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu
ρef ≥ ρmin M(+)Rb [kNm]
ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu
ρef ≥ ρmin M(+)Rb [kNm]
ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu
OK 184.744OK 123.672OK 123.672
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 2-3
λ
140.849 401.232 57.256 0.8 OK140.849 401.232 57.256 0.8 OK140.849 401.232 57.256 0.8 OK
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 3-4
λ
140.849 401.232 57.256 0.8 OK140.849 401.232 57.256 0.8 OK140.849 401.232 57.256 0.8 OK
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 4-5
λ
140.849 401.232 57.256 0.8 OK140.849 401.232 57.256 0.8 OK140.849 401.232 57.256 0.8 OK
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
ξ ξ
-38.961 211.850 40.670 0.185 0.192 OK
-22.678 181.407 14.007 0.119 0.077 OK14.217 157.483 -18.057 -0.088 -0.115 OK
ρef ≥ ρmin M(+)Rb [kNm]
MRb [kNm] xb λxef = xu λxef ≤ λxb
MRb [kNm] xb λxef = xu λxef ≤ λxb
MRb [kNm] xb λxef = xu λxef ≤ λxb
VstEd,min [kN] Vdr
Ed,max [kN] VdstEd,min [kN] |Vst
ed,max|≤(2+ξ)*bw*d*fcd
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
ξ ξ
-31.944 184.212 31.152 0.173 0.169 OK
-8.047 165.921 14.181 0.050 0.085 OK21.185 157.205 -16.255 -0.139 -0.103 OK
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
ξ ξ
-39.233 192.683 52.463 0.219 0.272 OK
-16.420 162.980 25.700 0.107 0.158 OK12.193 152.405 -3.365 -0.085 -0.022 OK
VstEd,min [kN] Vdr
Ed,max [kN] VdstEd,min [kN] |Vst
ed,max|≤(2+ξ)*bw*d*fcd
VstEd,min [kN] Vdr
Ed,max [kN] VdstEd,min [kN] |Vst
ed,max|≤(2+ξ)*bw*d*fcd
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 2 la moment negativ
OKOKOK
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 3 la moment negativ
OKOKOK
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 4 la moment negativ
OKOKOK
Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 5 la moment negativ
OKOKOK
λxef ≤ λxb
λxef ≤ λxb
λxef ≤ λxb
λxef ≤ λxb
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele critice
OK -210.141 211.850
OK -190.078 181.407 210.141OK -161.323 157.483 190.078
161.323
|Vdred,max|≤(2+ξ)*bw*d*fcd Vst
Ed=VEd,final [kN] VdrEd=VEd,final [kN]
VstEd=Vst
Rd,s [kN]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele critice
OK -185.004 184.212
OK -159.787 165.921 185.004OK -152.275 157.205 159.787
152.275
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele critice
OK -179.453 192.683
OK -153.700 162.980 179.453OK -143.577 152.405 153.700
143.577
|Vdred,max|≤(2+ξ)*bw*d*fcd Vst
Ed=VEd,final [kN] VdrEd=VEd,final [kN]
VstEd=Vst
Rd,s [kN]
|Vdred,max|≤(2+ξ)*bw*d*fcd Vst
Ed=VEd,final [kN] VdrEd=VEd,final [kN]
VstEd=Vst
Rd,s [kN]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele critice
ctgθ=tgθ d [mm] z [mm] s [mm]
211.850 1300 1 615 553.5 150 210181.407 1300 1 615 553.5 150 210
157.483 1300 1 615 553.5 150 210
VdrEd=Vdr
Rd,s [kN] lcr [mm] fywd [N/mm2]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele critice
ctgθ=tgθ d [mm] z [mm] s [mm]
184.212 1300 1 615 553.5 150 210165.921 1300 1 615 553.5 150 210
157.205 1300 1 615 553.5 150 210
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele critice
ctgθ=tgθ d [mm] z [mm] s [mm]
192.683 1300 1 615 553.5 150 210162.980 1300 1 615 553.5 150 210
152.405 1300 1 615 553.5 150 210
VdrEd=Vdr
Rd,s [kN] lcr [mm] fywd [N/mm2]
VdrEd=Vdr
Rd,s [kN] lcr [mm] fywd [N/mm2]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele critice
0.152 271.184 314.159 4φ10/150 0.698 OK 243.4420.152 245.293 314.159 4φ10/150 0.698 OK 243.442
0.152 208.186 235.619 3φ10/150 0.524 OK 182.582
ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw ρst
ef [%] ρstef ≥ ρmin Vst
Rd,s [kN]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele critice
0.152 238.745 314.159 4φ10/150 0.698 OK 243.4420.152 206.204 235.619 3φ10/150 0.524 OK 182.582
0.152 196.509 201.062 4φ8/150 0.447 OK 155.803
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele critice
0.152 231.583 235.619 3φ10/150 0.524 OK 182.5820.152 198.349 235.619 3φ10/150 0.524 OK 182.582
0.152 185.285 201.062 4φ8/150 0.447 OK 155.803
ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw ρst
ef [%] ρstef ≥ ρmin Vst
Rd,s [kN]
ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw ρst
ef [%] ρstef ≥ ρmin Vst
Rd,s [kN]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele critice
273.391 314.159 4φ10/150 0.698 OK 243.442 1234.103 235.619 3φ10/150 0.524 OK 182.582 1
203.230 235.619 3φ10/150 0.524 OK 182.582 1
Anec,drsw [mm2] Aef,dr
sw [mm2] Aef,drsw ρdr
ef [%] ρdref ≥ ρmin Vdr
Rd,s [kN] αcw
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele critice
237.723 314.159 4φ10/150 0.698 OK 243.442 1214.119 235.619 3φ10/150 0.524 OK 182.582 1
202.871 235.619 3φ10/150 0.524 OK 182.582 1
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele critice
248.656 314.159 4φ10/150 0.698 OK 243.442 1210.324 235.619 3φ10/150 0.524 OK 182.582 1
196.677 201.062 4φ8/150 0.447 OK 155.803 1
Anec,drsw [mm2] Aef,dr
sw [mm2] Aef,drsw ρdr
ef [%] ρdref ≥ ρmin Vdr
Rd,s [kN] αcw
Anec,drsw [mm2] Aef,dr
sw [mm2] Aef,drsw ρdr
ef [%] ρdref ≥ ρmin Vdr
Rd,s [kN] αcw
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele critice
0.552 611.064 611.064 243.442 243.4420.552 611.064 611.064 243.442 182.582
0.552 6110.64 611.064 182.582 182.582
ν1 VstRd,max [kN] Vdr
Rd,max [kN] VstRd =min(Vst
Rd,s;VstRd,max) Vsrt
d =min(VdrRd,s;Vdr
Rd,max)
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele critice
0.552 611.064 611.064 243.442 243.4420.552 611.064 611.064 182.582 182.582
0.552 6110.64 611.064 155.803 182.582
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele critice
0.552 611.064 611.064 182.582 243.4420.552 611.064 611.064 182.582 182.582
0.552 6110.64 611.064 155.803 155.803
ν1 VstRd,max [kN] Vdr
Rd,max [kN] VstRd =min(Vst
Rd,s;VstRd,max) Vsrt
d =min(VdrRd,s;Vdr
Rd,max)
ν1 VstRd,max [kN] Vdr
Rd,max [kN] VstRd =min(Vst
Rd,s;VstRd,max) Vsrt
d =min(VdrRd,s;Vdr
Rd,max)
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele critice Calcul in zonele de camp
163.779 165.489
243.442 144.740 136.069 163.779182.582 121.482 119.722 144.740
182.582 121.482
VstEd=Vst
Ed,final [kN] VdrEd=Vdr
Ed,final [kN]
Vsrtd =min(Vdr
Rd,s;VdrRd,max) Vst
Ed=VstRd,s [kN]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele critice Calcul in zonele de camp
146.367 145.575
243.442 121.484 127.617 146.367182.582 119.184 121.625 121.484
182.582 119.184
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele critice Calcul in zonele de camp
141.477 154.707
243.442 116.520 125.800 141.477182.582 107.994 112.040 116.520
155.803 107.994
VstEd=Vst
Ed,final [kN] VdrEd=Vdr
Ed,final [kN]
Vsrtd =min(Vdr
Rd,s;VdrRd,max) Vst
Ed=VstRd,s [kN]
VstEd=Vst
Ed,final [kN] VdrEd=Vdr
Ed,final [kN]
Vsrtd =min(Vdr
Rd,s;VdrRd,max) Vst
Ed=VstRd,s [kN]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele de camp
d [mm] k
165.489 2.2 64.420 64.420 0.12 565 1.595136.069 2.2 64.420 64.420 0.12 565 1.595
119.722 2.2 64.420 64.420 0.12 565 1.595
VdrEd=Vdr
Rd,s [kN] lcamp [mm] VstRd,c [kN] Vdr
Rd,c [kN] CRd,c
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele de camp
d [mm] k
145.575 2.55 64.420 64.420 0.12 565 1.595127.617 2.55 64.420 64.420 0.12 565 1.595
121.625 2.55 64.420 64.420 0.12 565 1.595
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele de camp
d [mm] k
154.707 2.2 64.420 64.420 0.12 565 1.595125.800 2.2 64.420 64.420 0.12 565 1.595
112.040 2.2 64.420 64.420 0.12 565 1.595
VdrEd=Vdr
Rd,s [kN] lcamp [mm] VstRd,c [kN] Vdr
Rd,c [kN] CRd,c
VdrEd=Vdr
Rd,s [kN] lcamp [mm] VstRd,c [kN] Vdr
Rd,c [kN] CRd,c
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele de camp
0.004 20 0.15 0 53.442 0.315 OK0.004 20 0.15 0 53.442 0.315 OK
0.004 20 0.15 0 53.442 0.315 OK
ρl [%] fck [N/mm2] k1 σcp VminRd,c [kN] νmin Vst
Rd,c ≥ VminRd,c
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele de camp
0.004 20 0.15 0 53.442 0.315 OK0.004 20 0.15 0 53.442 0.315 OK
0.004 20 0.15 0 53.442 0.315 OK
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele de camp
0.004 20 0.15 0 53.442 0.315 OK0.004 20 0.15 0 53.442 0.315 OK
0.004 20 0.15 0 53.442 0.315 OK
ρl [%] fck [N/mm2] k1 σcp VminRd,c [kN] νmin Vst
Rd,c ≥ VminRd,c
ρl [%] fck [N/mm2] k1 σcp VminRd,c [kN] νmin Vst
Rd,c ≥ VminRd,c
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele de camp
θ [rad] θ [grade] ctgθ tgθ z [mm] s [mm]
OK 0.136 7.773 2.500 1.000 1 0.552 553.5 200OK 0.120 6.851 2.500 1.000 1 0.552 553.5 200
OK 0.100 5.734 2.500 1.000 1 0.552 553.5 200
VdrRd,c ≥ Vmin
Rd,c αcw ν1
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele de camp
θ [rad] θ [grade] ctgθ tgθ z [mm] s [mm]
OK 0.121 6.929 2.500 1.000 1 0.552 553.5 200OK 0.100 5.734 2.500 1.000 1 0.552 553.5 200
OK 0.098 5.624 2.500 1.000 1 0.552 553.5 200
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele de camp
θ [rad] θ [grade] ctgθ tgθ z [mm] s [mm]
OK 0.117 6.693 2.500 1.000 1 0.552 553.5 200OK 0.096 5.496 2.500 1.000 1 0.552 553.5 200
OK 0.089 5.090 2.500 1.000 1 0.552 553.5 200
VdrRd,c ≥ Vmin
Rd,c αcw ν1
VdrRd,c ≥ Vmin
Rd,c αcw ν1
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele de camp
210 349.179 349.179 calcul armare calcul armare210 349.179 349.179 calcul armare calcul armare
210 349.179 349.179 calcul armare calcul armare
fywd [N/mm2] VstRd,max [kN] Vdr
Rd,max [kN] VstRdc,c ≤ Vst
ed ≤ VstRd,max Vdr
Rdc,c ≤ Vsred ≤ Vdr
Rd,max
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele de camp
210 349.179 349.179 calcul armare calcul armare210 349.179 349.179 calcul armare calcul armare
210 349.179 349.179 calcul armare calcul armare
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele de camp
210 349.179 349.179 calcul armare calcul armare210 349.179 349.179 calcul armare calcul armare
210 349.179 349.179 calcul armare calcul armare
fywd [N/mm2] VstRd,max [kN] Vdr
Rd,max [kN] VstRdc,c ≤ Vst
ed ≤ VstRd,max Vdr
Rdc,c ≤ Vsred ≤ Vdr
Rd,max
fywd [N/mm2] VstRd,max [kN] Vdr
Rd,max [kN] VstRdc,c ≤ Vst
ed ≤ VstRd,max Vdr
Rdc,c ≤ Vsred ≤ Vdr
Rd,max
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele de camp
0.152 112.723 157.080 2φ10/200 0.262 OK 228.2270.152 99.619 100.531 2φ8/200 0.168 OK 146.065
0.152 83.611 100.531 2φ8/200 0.168 OK 146.065
ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw ρst
ef [%] ρstef ≥ ρmin Vst
Rd,s [kN]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele de camp
0.152 100.739 157.080 2φ10/200 0.262 OK 228.2270.152 83.613 100.531 2φ8/200 0.168 OK 146.065
0.152 82.030 100.531 2φ8/200 0.168 OK 146.065
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele de camp
0.152 97.373 157.080 2φ10/200 0.262 OK 228.2270.152 80.196 100.531 2φ8/200 0.168 OK 146.065
0.152 74.328 100.531 2φ8/200 0.168 OK 146.065
ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw ρst
ef [%] ρstef ≥ ρmin Vst
Rd,s [kN]
ρmin [%] Anec,stsw [mm2] Aef,st
sw [mm2] Aef,stsw ρst
ef [%] ρstef ≥ ρmin Vst
Rd,s [kN]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele A-B
Calcul in zonele de camp
113.900 157.080 2φ10/200 0.262 OK 228.22793.651 100.531 2φ8/200 0.168 OK 146.065
82.400 100.531 2φ8/200 0.168 OK 146.065
Anec,drsw [mm2] Aef,dr
sw [mm2] Aef,drsw ρdr
ef [%] ρdref ≥ ρmin Vdr
Rd,s [kN]
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele B-C
Calcul in zonele de camp
100.194 157.080 2φ10/200 0.262 OK 228.22787.834 100.531 2φ8/200 0.168 OK 146.065
83.710 100.531 2φ8/200 0.168 OK 146.065
Armarea transversală a grinzilor - cadru longitunal din elevatia 3
Armarea intre reazemele C-d
Calcul in zonele de camp
106.479 157.080 2φ10/200 0.262 OK 228.22786.583 100.531 2φ8/200 0.168 OK 146.065
77.113 100.531 2φ8/200 0.168 OK 146.065
Anec,drsw [mm2] Aef,dr
sw [mm2] Aef,drsw ρdr
ef [%] ρdref ≥ ρmin Vdr
Rd,s [kN]
Anec,drsw [mm2] Aef,dr
sw [mm2] Aef,drsw ρdr
ef [%] ρdref ≥ ρmin Vdr
Rd,s [kN]
Armare pe directie longitudinala a stalpului A-3 --> sens X pozitiv
Etaj γ Ω
1jos 1.3 2.675 195.2000 522.116 238.5500 829.488
sus 1.3 2.675 195.2000 522.116 21.5100 74.795
2jos 1.3 2.675 195.2000 522.116 105.2500 365.976
sus 1.3 2.771 188.4400 522.116 83.9700 302.456
3jos 1.3 2.771 188.4400 522.116 71.3800 257.107
sus 1.3 3.522 148.2500 522.116 86.6000 396.491
4jos 1.3 3.522 148.2500 522.116 37.2800 170.684
sus 1.3 3.806 100.0200 380.629 70.2300 347.441
5jos 1.3 3.806 100.0200 380.629 7.3700 36.461
sus 1.3 4.000 49.3200 380.629 55.4100 288.132
6jos 1.3 4.000 49.3200 380.629 43.0100 223.652
sus 1.3 4.000 36.2900 233.273 7.2600 37.752
7jos 1.3 4.000 36.2900 233.273 10.7100 55.692
sus 1.3 4.000 21.6000 233.273 3.6100 18.772
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului B-3 --> sens X pozitiv
Etaj γ Ω
1jos 1.3 1.314 367.6800 483.029 288.0700 491.977
sus 1.3 1.314 367.6800 483.029 115.5700 197.375
2jos 1.3 1.314 367.6800 483.029 218.3800 372.958
sus 1.3 1.202 402.0000 483.029 194.4600 303.753
3jos 1.3 1.202 402.0000 483.029 177.9400 277.949
sus 1.3 1.379 350.3900 483.029 191.1800 342.616
4jos 1.3 1.379 350.3900 483.029 138.2000 247.67
sus 1.3 1.328 282.9400 375.634 164.1600 283.323
5jos 1.3 1.328 282.9400 375.634 93.7400 161.785
sus 1.3 1.873 200.5100 375.634 132.3300 322.278
6jos 1.3 1.873 200.5100 375.634 23.4700 57.159
sus 1.3 2.408 103.9100 250.256 52.6800 164.936
7jos 1.3 2.408 103.9100 250.256 41.7000 130.559
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
7sus 1.3 4.000 53.6800 250.256 46.8400 243.568
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului 3-B --> sens Y pozitiv
Etaj γ Ω
1jos 1.3 1.313 359.0000 471.277 242.3100 413.52
sus 1.3 1.313 359.0000 471.277 124.7600 212.912
2jos 1.3 1.313 359.0000 471.277 207.2600 353.704
sus 1.3 1.206 390.6600 471.277 190.2100 298.3
3jos 1.3 1.206 390.6600 471.277 174.1200 273.067
sus 1.3 1.335 352.9200 471.277 185.6000 322.197
4jos 1.3 1.335 352.9200 471.277 142.5950 247.541
sus 1.3 1.313 295.2600 387.811 162.6900 277.792
5jos 1.3 1.313 295.2600 387.811 103.9900 177.562
sus 1.3 1.722 225.1900 387.811 133.2800 298.386
6jos 1.3 1.722 225.1900 387.811 49.5800 110.999
sus 1.3 1.523 188.1000 286.532 70.9100 140.422
7jos 1.3 1.523 188.1000 286.532 49.9700 98.955
sus 1.3 4.000 64.5200 286.532 55.5100 288.652
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului C-3 --> sens X pozitiv
Etaj γ Ω
1jos 1.3 1.193 363.8500 433.952 266.8400 413.727
sus 1.3 1.193 363.8500 433.952 105.1900 163.094
2jos 1.3 1.193 363.8500 433.952 208.5100 323.288
sus 1.3 1.050 413.2000 433.952 187.2300 255.623
3jos 1.3 1.050 413.2000 433.952 175.7200 239.909
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
3sus 1.3 1.160 374.1900 433.952 190.8300 287.7
4jos 1.3 1.160 374.1900 433.952 144.8900 218.44
sus 1.3 1.123 323.4000 363.146 174.5100 254.745
5jos 1.3 1.123 323.4000 363.146 103.7400 151.437
sus 1.3 1.402 259.0000 363.146 140.0600 255.293
6jos 1.3 1.402 259.0000 363.146 67.4400 122.926
sus 1.3 1.245 213.4300 265.741 117.1000 189.541
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului D-3 --> sens X pozitiv
Etaj γ Ω
1jos 1.3 1.220 353.4200 431.080 262.5300 416.283
sus 1.3 1.220 353.4200 431.080 98.0100 155.411
2jos 1.3 1.220 353.4200 431.080 199.8800 316.942
sus 1.3 1.051 410.0900 431.080 179.2100 244.897
3jos 1.3 1.051 410.0900 431.080 168.3800 230.098
sus 1.3 1.167 369.3800 431.080 183.6000 278.548
4jos 1.3 1.167 369.3800 431.080 136.7100 207.409
sus 1.3 1.114 316.0900 352.157 165.6300 239.888
5jos 1.3 1.114 316.0900 352.157 97.6000 141.357
sus 1.3 1.444 243.8100 352.157 136.1300 255.612
6jos 1.3 1.444 243.8100 352.157 53.9800 101.359
sus 1.3 1.371 175.6700 240.765 95.9800 171.01
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului E-3 --> sens X pozitiv
Etaj γ Ω
1jos 1.3 2.293 201.6800 462.549 291.7200 869.771
sus 1.3 2.293 201.6800 462.549 61.8400 184.378
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
2jos 1.3 2.293 201.6800 462.549 166.8200 497.378
sus 1.3 1.581 292.6500 462.549 189.6100 389.596
3jos 1.3 1.581 292.6500 462.549 129.7000 266.497
sus 1.3 1.632 283.5100 462.549 151.9000 322.174
4jos 1.3 1.632 283.5100 462.549 107.9600 228.979
sus 1.3 1.561 257.9400 402.608 152.1000 308.628
5jos 1.3 1.561 257.9400 402.608 78.1200 158.514
sus 1.3 1.446 278.4400 402.608 129.2800 243.011
6jos 1.3 1.446 278.4400 402.608 78.2200 147.032
sus 1.3 1.591 167.3700 266.241 158.0800 326.901
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Tabele centralizatoare armare longitudinală stâlpi
Armare pe directie longitudinală a stalpului A-3 --> sens X pozitiv
Etaj Ω
1jos 2.675 195.2000 522.1162 238.5500 829.4880 433.188
sus 2.675 195.2000 522.1162 21.5100 74.7948 433.188
2jos 2.675 195.2000 522.1162 105.2500 365.9762 433.188
sus 2.771 188.4400 522.1162 83.9700 302.4556 433.188
3jos 2.771 188.4400 522.1162 71.3800 257.1070 433.188
sus 3.522 148.2500 522.1162 86.6000 396.4913 433.188
4jos 3.522 148.2500 522.1162 37.2800 170.6836 433.188
sus 3.806 100.0200 380.6291 70.2300 347.4411 433.188
5jos 3.806 100.0200 380.6291 7.3700 36.4608 433.188
sus 4.000 49.3200 380.6291 55.4100 288.1320 433.188
6jos 4.000 49.3200 380.6291 43.0100 223.6520 433.188
sus 4.000 36.2900 233.2727 7.2600 37.7520 433.188
7jos 4.000 36.2900 233.2727 10.7100 55.6920 433.188
sus 4.000 21.6000 233.2727 3.6100 18.7720 433.188
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
xb
Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)
Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinală a stalpului B-3 --> sens X pozitiv
Etaj Ω
1jos 1.314 367.6800 483.0293 288.0700 491.9771 397.681
sus 1.314 367.6800 483.0293 115.5700 197.3749 397.681
2jos 1.314 367.6800 483.0293 218.3800 372.9578 397.681
sus 1.202 402.0000 483.0293 194.4600 303.7533 397.681
3jos 1.202 402.0000 483.0293 177.9400 277.9485 397.681
sus 1.379 350.3900 483.0293 191.1800 342.6160 397.681
4jos 1.379 350.3900 483.0293 138.2000 247.6699 397.681
sus 1.328 282.9400 375.6340 164.1600 283.3226 397.681
5jos 1.328 282.9400 375.6340 93.7400 161.7852 397.681
sus 1.873 200.5100 375.6340 132.3300 322.2779 397.681
6jos 1.873 200.5100 375.6340 23.4700 57.1591 397.681
sus 2.408 103.9100 250.2561 52.6800 164.9364 397.681
7jos 2.408 103.9100 250.2561 41.7000 130.5590 397.681
sus 4.000 53.6800 250.2561 46.8400 243.5680 397.681
Armare pe directie longitudinală a stalpului 3-B --> sens Y pozitiv
Etaj Ω
1jos 1.313 359.0000 471.2766 242.3100 413.5196 397.681
sus 1.313 359.0000 471.2766 124.7600 212.9120 397.681
2jos 1.313 359.0000 471.2766 207.2600 353.7042 397.681
sus 1.206 390.6600 471.2766 190.2100 298.3003 397.681
3jos 1.206 390.6600 471.2766 174.1200 273.0668 397.681
sus 1.335 352.9200 471.2766 185.6000 322.1966 397.681
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
xb
Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)
Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
xb
4jos 1.335 352.9200 471.2766 142.5950 247.5411 397.681
sus 1.313 295.2600 387.8108 162.6900 277.7918 397.681
5jos 1.313 295.2600 387.8108 103.9900 177.5621 397.681
sus 1.722 225.1900 387.8108 133.2800 298.3864 397.681
6jos 1.722 225.1900 387.8108 49.5800 110.9994 397.681
sus 1.523 188.1000 286.5321 70.9100 140.4221 397.681
7jos 1.523 188.1000 286.5321 49.9700 98.9549 397.681
sus 4.000 64.5200 286.5321 55.5100 288.6520 397.681
Armare pe directie longitudinală a stalpului C-3 --> sens X pozitiv
Etaj Ω
1jos 1.193 363.8500 433.9521 266.8400 413.7269 397.681
sus 1.193 363.8500 433.9521 105.1900 163.0937 397.681
2jos 1.193 363.8500 433.9521 208.5100 323.2881 397.681
sus 1.050 413.2000 433.9521 187.2300 255.6232 397.681
3jos 1.050 413.2000 433.9521 175.7200 239.9087 397.681
sus 1.160 374.1900 433.9521 190.8300 287.6999 397.681
4jos 1.160 374.1900 433.9521 144.8900 218.4396 397.681
sus 1.123 323.4000 363.1461 174.5100 254.7446 397.681
5jos 1.123 323.4000 363.1461 103.7400 151.4366 397.681
sus 1.402 259.0000 363.1461 140.0600 255.2931 397.681
6jos 1.402 259.0000 363.1461 67.4400 122.9257 397.681
sus 1.245 213.4300 265.7410 117.1000 189.5411 397.681
Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)
Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
xb
Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)
Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinală a stalpului D-3 --> sens X pozitiv
Etaj Ω
1jos 1.220 353.4200 431.0799 262.5300 416.2833 397.681
sus 1.220 353.4200 431.0799 98.0100 155.4105 397.681
2jos 1.220 353.4200 431.0799 199.8800 316.9417 397.681
sus 1.051 410.0900 431.0799 179.2100 244.8974 397.681
3jos 1.051 410.0900 431.0799 168.3800 230.0978 397.681
sus 1.167 369.3800 431.0799 183.6000 278.5483 397.681
4jos 1.167 369.3800 431.0799 136.7100 207.4092 397.681
sus 1.114 316.0900 352.1568 165.6300 239.8876 397.681
5jos 1.114 316.0900 352.1568 97.6000 141.3574 397.681
sus 1.444 243.8100 352.1568 136.1300 255.6123 397.681
6jos 1.444 243.8100 352.1568 53.9800 101.3587 397.681
sus 1.371 175.6700 240.7654 95.9800 171.0096 397.681
Armare pe directie longitudinală a stalpului E-3 --> sens X pozitiv
Etaj Ω
1jos 2.293 201.6800 462.5493 291.7200 869.7706 504.203
sus 2.293 201.6800 462.5493 61.8400 184.3775 504.203
2jos 2.293 201.6800 462.5493 166.8200 497.3781 504.203
sus 1.581 292.6500 462.5493 189.6100 389.5956 504.203
3jos 1.581 292.6500 462.5493 129.7000 266.4973 504.203
sus 1.632 283.5100 462.5493 151.9000 322.1742 504.203
4jos 1.632 283.5100 462.5493 107.9600 228.9791 504.203
sus 1.561 257.9400 402.6077 152.1000 308.6284 504.203
5jos 1.561 257.9400 402.6077 78.1200 158.5145 504.203
sus 1.446 278.4400 402.6077 129.2800 243.0105 504.203
6jos 1.446 278.4400 402.6077 78.2200 147.0319 504.203
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
xb
Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)
Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
xb
6sus 1.591 167.3700 266.2406 158.0800 326.9015 504.203
Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)
Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului A-3 --> sens X pozitiv
b (mm) d (mm) η λx (mm) λ
650 570 610 40 13.333 300 1 111.452 0.8
650 570 610 40 13.333 300 1 108.447 0.8
650 570 610 40 13.333 300 1 98.45 0.8
650 570 610 40 13.333 300 1 95.525 0.8
650 570 610 40 13.333 300 1 86.459 0.8
650 570 610 40 13.333 300 1 83.534 0.8
650 570 610 40 13.333 300 1 72.763 0.8
650 570 610 40 13.333 300 1 69.838 0.8
650 570 610 40 13.333 300 1 56.448 0.8
650 570 610 40 13.333 300 1 53.523 0.8
650 570 610 40 13.333 300 1 36.696 0.8
650 570 610 40 13.333 300 1 33.778 0.8
650 570 610 40 13.333 300 1 12.28 0.8
650 570 610 40 13.333 300 1 9.355 0.8
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului B-3 --> sens X pozitiv
b (mm) d (mm) η λx (mm) λ
600 520 560 40 13.333 300 1 285.638 0.8
600 520 560 40 13.333 300 1 283.138 0.8
600 520 560 40 13.333 300 1 249.22 0.8
600 520 560 40 13.333 300 1 234.67 0.8
600 520 560 40 13.333 300 1 197.811 0.8
600 520 560 40 13.333 300 1 187.386 0.8
600 520 560 40 13.333 300 1 144.796 0.8
600 520 560 40 13.333 300 1 141.871 0.8
600 520 560 40 13.333 300 1 101.249 0.8
600 520 560 40 13.333 300 1 98.324 0.8
600 520 560 40 13.333 300 1 60.083 0.8
600 520 560 40 13.333 300 1 57.158 0.8
600 520 560 40 13.333 300 1 15.613 0.8
ds (mm) as (mm) fcd (N/mm2) fyd (N/mm2)
ds (mm) as (mm) fcd (N/mm2) fyd (N/mm2)
600 520 560 40 13.333 300 1 12.688 0.8
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului 3-B --> sens Y pozitiv
b (mm) d (mm) η λx (mm) λ
600 520 560 40 13.333 300 1 271.779 0.8
600 520 560 40 13.333 300 1 268.854 0.8
600 520 560 40 13.333 300 1 226.605 0.8
600 520 560 40 13.333 300 1 223.68 0.8
600 520 560 40 13.333 300 1 182.891 0.8
600 520 560 40 13.333 300 1 179.966 0.8
600 520 560 40 13.333 300 1 140.426 0.8
600 520 560 40 13.333 300 1 137.501 0.8
600 520 560 40 13.333 300 1 99.233 0.8
600 520 560 40 13.333 300 1 96.245 0.8
600 520 560 40 13.333 300 1 59.364 0.8
600 520 560 40 13.333 300 1 56.439 0.8
600 520 560 40 13.333 300 1 15.388 0.8
600 520 560 40 13.333 300 1 12.463 0.8
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului C-3 --> sens X pozitiv
b (mm) d (mm) η λx (mm) λ
600 520 560 40 13.333 300 1 253.009 0.8
600 520 560 40 13.333 300 1 250.084 0.8
600 520 560 40 13.333 300 1 211.773 0.8
600 520 560 40 13.333 300 1 208.848 0.8
600 520 560 40 13.333 300 1 170.804 0.8
ds (mm) as (mm) fcd (N/mm2) fyd (N/mm2)
ds (mm) as (mm) fcd (N/mm2) fyd (N/mm2)
600 520 560 40 13.333 300 1 167.879 0.8
600 520 560 40 13.333 300 1 129.585 0.8
600 520 560 40 13.333 300 1 126.91 0.8
600 520 560 40 13.333 300 1 88.739 0.8
600 520 560 40 13.333 300 1 85.814 0.8
600 520 560 40 13.333 300 1 47.689 0.8
600 520 560 40 13.333 300 1 44.764 0.8
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului D-3 --> sens X pozitiv
b (mm) d (mm) η λx (mm) λ
600 520 560 40 13.333 300 1 258.39 0.8
600 520 560 40 13.333 300 1 255.403 0.8
600 520 560 40 13.333 300 1 215.393 0.8
600 520 560 40 13.333 300 1 212.468 0.8
600 520 560 40 13.333 300 1 172.801 0.8
600 520 560 40 13.333 300 1 169.876 0.8
600 520 560 40 13.333 300 1 130.608 0.8
600 520 560 40 13.333 300 1 127.683 0.8
600 520 560 40 13.333 300 1 88.745 0.8
600 520 560 40 13.333 300 1 85.82 0.8
600 520 560 40 13.333 300 1 47.384 0.8
600 520 560 40 13.333 300 1 44.459 0.8
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului E-3 --> sens X pozitiv
b (mm) d (mm) η λx (mm) λ
750 670 710 40 13.333 300 1 201.316 0.8
750 670 710 40 13.333 300 1 198.391 0.8
ds (mm) as (mm) fcd (N/mm2) fyd (N/mm2)
ds (mm) as (mm) fcd (N/mm2) fyd (N/mm2)
750 670 710 40 13.333 300 1 167.517 0.8
750 670 710 40 13.333 300 1 164.592 0.8
750 670 710 40 13.333 300 1 132.692 0.8
750 670 710 40 13.333 300 1 129.968 0.8
750 670 710 40 13.333 300 1 98.807 0.8
750 670 710 40 13.333 300 1 95.882 0.8
750 670 710 40 13.333 300 1 65.857 0.8
750 670 710 40 13.333 300 1 62.932 0.8
750 670 710 40 13.333 300 1 34.454 0.8
750 670 710 40 13.333 300 1 31.553 0.8
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Tabele centralizatoare armare longitudinală stâlpi
Armare pe directie longitudinală a stalpului A-3 --> sens X pozitiv
139.315 OK DA 1982.50000 965.92000 3694.513 6Φ28/latura 877.45514
135.558 OK DA 1982.50000 939.87000 2100.9402Φ20+3Φ25/latura603.14056
123.062 OK DA 1982.50000 853.23000 2100.9402Φ20+3Φ25/latura584.48306
119.406 OK DA 1982.50000 827.88000 2100.9402Φ20+3Φ25/latura578.86028
108.074 OK DA 1982.50000 749.31000 2100.9402Φ20+3Φ25/latura560.96193
104.417 OK DA 1982.50000 723.96000 2100.9402Φ20+3Φ25/latura555.03518
90.953 OK DA 1982.50000 630.61000 2100.9402Φ20+3Φ25/latura532.57098
87.297 OK DA 1982.50000 605.26000 2100.9402Φ20+3Φ25/latura526.29704
70.561 OK DA 1982.50000 489.22000 2100.9402Φ20+3Φ25/latura496.63141
66.904 OK NU 1982.50000 463.87000 2100.9402Φ22+3Φ25/latura489.94390
45.87 OK NU 1982.50000 318.03000 2100.9402Φ20+3Φ25/latura450.02990
42.222 OK NU 1982.50000 292.74000 2100.9402Φ20+3Φ25/latura442.85876
15.35 OK NU 1982.50000 106.43000 2100.9402Φ20+3Φ25/latura387.75495
11.694 OK NU 1982.50000 81.08000 2100.9402Φ20+3Φ25/latura379.94778
xef xb>xefcondiție armare
As,min (mm2) Ned (kN) As,ef (mm2) As,efMRc,stalpi
(kNm)
yd*ds)
*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinală a stalpului B-3 --> sens X pozitiv
357.047 OK DA 1680.00000 2285.10000 1702.7433Φ20+2Φ22/latura606.74423
353.922 OK DA 1680.00000 2265.10000 1702.7433Φ20+2Φ22/latura606.55612
311.525 OK DA 1680.00000 1993.76000 1702.7433Φ20+2Φ22/latura599.06324
293.338 OK DA 1680.00000 1877.36000 1702.7433Φ20+2Φ22/latura593.02812
247.264 OK DA 1680.00000 1582.49000 1702.7433Φ20+2Φ22/latura570.16022
234.233 OK DA 1680.00000 1499.09000 1702.7433Φ20+2Φ22/latura561.72061
180.995 OK DA 1680.00000 1158.37000 1702.7433Φ20+2Φ22/latura518.21003
177.339 OK DA 1680.00000 1134.97000 1702.7433Φ20+2Φ22/latura514.68929
126.561 OK DA 1680.00000 809.99000 1702.7433Φ20+2Φ22/latura458.71697
122.905 OK DA 1680.00000 786.59000 1702.7433Φ20+2Φ22/latura454.17721
75.103 OK DA 1680.00000 480.66000 1702.7433Φ20+2Φ22/latura388.52770
71.447 OK DA 1680.00000 457.26000 1702.7433Φ20+2Φ22/latura383.02465
19.516 OK NU 1680.00000 124.90000 1702.7433Φ20+2Φ22/latura297.47249
15.859 OK NU 1680.00000 101.50000 1702.7433Φ20+2Φ22/latura290.92884
Armare pe directie longitudinală a stalpului 3-B --> sens Y pozitiv
339.723 OK DA 1680.00000 2174.23000 1702.7433Φ20+2Φ22/latura605.07176
336.067 OK DA 1680.00000 2150.83000 1702.7433Φ20+2Φ22/latura604.52240
283.256 OK DA 1680.00000 1812.84000 1702.7433Φ20+2Φ22/latura588.95332
279.6 OK DA 1680.00000 1789.44000 1702.7433Φ20+2Φ22/latura587.34689
228.614 OK DA 1680.00000 1463.13000 1702.7433Φ20+2Φ22/latura557.81340
224.958 OK DA 1680.00000 1439.73000 1702.7433Φ20+2Φ22/latura555.18407
xef xb>xefcondiție armare
As,min (mm2) Ned (kN) As,ef (mm2) As,efMRc,stalpi
(kNm)
yd*ds)
*(d-λx/2))/(fyd*ds)
xef xb>xefcondiție armare
As,min (mm2) Ned (kN) As,ef (mm2) As,efMRc,stalpi
(kNm)
175.533 OK DA 1680.00000 1123.41000 1702.7433Φ20+2Φ22/latura512.92472
171.877 OK DA 1680.00000 1100.01000 1702.7433Φ20+2Φ22/latura509.30171
124.041 OK DA 1680.00000 793.86000 1702.7433Φ20+2Φ22/latura455.59497
120.306 OK DA 1680.00000 769.96000 1702.7433Φ20+2Φ22/latura450.90927
74.205 OK DA 1680.00000 474.91000 1702.7433Φ20+2Φ22/latura387.18180
70.548 OK DA 1680.00000 451.51000 1702.7433Φ20+2Φ22/latura381.66193
19.234 OK NU 1680.00000 123.10000 1702.7433Φ20+2Φ22/latura296.97156
15.578 OK NU 1680.00000 99.70000 1702.7433Φ20+2Φ22/latura290.42265
Armare pe directie longitudinală a stalpului C-3 --> sens X pozitiv
316.261 OK DA 1680.00000 2024.07000 1702.7433Φ20+2Φ22/latura600.35683
312.605 OK DA 1680.00000 2000.67000 1702.7433Φ20+2Φ22/latura599.36825
264.716 OK DA 1680.00000 1694.18000 1702.7433Φ20+2Φ22/latura580.10077
261.059 OK DA 1680.00000 1670.78000 1702.7433Φ20+2Φ22/latura578.14726
213.505 OK DA 1680.00000 1366.43000 1702.7433Φ20+2Φ22/latura546.50476
209.848 OK DA 1680.00000 1343.03000 1702.7433Φ20+2Φ22/latura543.59259
161.981 OK DA 1680.00000 1036.68000 1702.7433Φ20+2Φ22/latura499.15308
158.638 OK DA 1680.00000 1015.28000 1702.7433Φ20+2Φ22/latura495.61040
110.923 OK DA 1680.00000 709.91000 1702.7433Φ20+2Φ22/latura438.82113
107.267 OK DA 1680.00000 686.51000 1702.7433Φ20+2Φ22/latura433.98864
59.611 OK NU 1680.00000 381.51000 1702.7433Φ20+2Φ22/latura364.74087
55.955 OK NU 1680.00000 358.11000 1702.7433Φ20+2Φ22/latura358.94781
yd*ds)
*(d-λx/2))/(fyd*ds)
xef xb>xefcondiție armare
As,min (mm2) Ned (kN) As,ef (mm2) As,efMRc,stalpi
(kNm)
yd*ds)
*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinală a stalpului D-3 --> sens X pozitiv
322.987 OK DA 1680.00000 2067.12000 1702.7433Φ20+2Φ22/latura601.99676
319.253 OK DA 1680.00000 2043.22000 1702.7433Φ20+2Φ22/latura601.11493
269.241 OK DA 1680.00000 1723.14000 1702.7433Φ20+2Φ22/latura582.42367
265.584 OK DA 1680.00000 1699.74000 1702.7433Φ20+2Φ22/latura580.55487
216.002 OK DA 1680.00000 1382.41000 1702.7433Φ20+2Φ22/latura548.45417
212.345 OK DA 1680.00000 1359.01000 1702.7433Φ20+2Φ22/latura545.58874
163.259 OK DA 1680.00000 1044.86000 1702.7433Φ20+2Φ22/latura500.49212
159.603 OK DA 1680.00000 1021.46000 1702.7433Φ20+2Φ22/latura496.63935
110.931 OK DA 1680.00000 709.96000 1702.7433Φ20+2Φ22/latura438.83138
107.275 OK DA 1680.00000 686.56000 1702.7433Φ20+2Φ22/latura433.99904
59.23 OK NU 1680.00000 379.07000 1702.7433Φ20+2Φ22/latura364.14001
55.573 OK NU 1680.00000 355.67000 1702.7433Φ20+2Φ22/latura358.33980
Armare pe directie longitudinală a stalpului E-3 --> sens X pozitiv
251.645 OK DA 2662.50000 2013.16000 2829.0042Φ25+3Φ28/latura1101.99028
247.989 OK DA 2662.50000 1983.91000 2829.0042Φ25+3Φ28/latura1097.04880
209.396 OK DA 2662.50000 1675.17000 2829.0042Φ25+3Φ28/latura1039.67283
205.74 OK DA 2662.50000 1645.92000 2829.0042Φ25+3Φ28/latura1033.74273
165.865 OK DA 2662.50000 1326.92000 2829.0042Φ25+3Φ28/latura963.51453
162.46 OK DA 2662.50000 1299.68000 2829.0042Φ25+3Φ28/latura957.04603
123.509 OK DA 2662.50000 988.07000 2829.0042Φ25+3Φ28/latura877.77070
119.853 OK DA 2662.50000 958.82000 2829.0042Φ25+3Φ28/latura869.83083
82.321 OK DA 2662.50000 658.57000 2829.0042Φ25+3Φ28/latura783.38177
78.665 OK DA 2662.50000 629.32000 2829.0042Φ25+3Φ28/latura774.47811
43.067 OK NU 2662.50000 344.54000 2829.0042Φ25+3Φ28/latura683.32000
xef xb>xefcondiție armare
As,min (mm2) Ned (kN) As,ef (mm2) As,efMRc,stalpi
(kNm)
yd*ds)
*(d-λx/2))/(fyd*ds)
xef xb>xefcondiție armare
As,min (mm2) Ned (kN) As,ef (mm2) As,efMRc,stalpi
(kNm)
39.441 OK NU 2662.50000 315.53000 2829.0042Φ25+3Φ28/latura673.57875
yd*ds)
*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului A-3 --> sens X pozitiv
67.586207 433.188 139.315 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura
67.586207 433.188 135.558 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura
67.586207 433.188 123.062 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura
67.586207 433.188 119.406 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura
67.586207 433.188 108.074 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura
67.586207 433.188 104.417 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura
67.586207 433.188 90.953 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura
67.586207 433.188 87.297 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura
67.586207 433.188 70.561 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura
67.586207 433.188 66.904 OK NU 1982.50000 2100.940 2Φ20+3Φ25/latura
67.586207 433.188 45.87 OK NU 1982.50000 2100.940 2Φ20+3Φ25/latura
67.586207 433.188 42.222 OK NU 1982.50000 2100.940 2Φ20+3Φ25/latura
67.586207 433.188 15.35 OK NU 1982.50000 2100.940 2Φ20+3Φ25/latura
67.586207 433.188 11.694 OK NU 1982.50000 2100.940 2Φ20+3Φ25/latura
Armare pe directie longitudinala a stalpului B-3 --> sens X pozitiv
67.586207 397.681 357.047 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 353.922 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 311.525 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 293.338 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 247.264 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 234.233 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 180.995 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 177.339 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 126.561 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 122.905 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 75.103 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 71.447 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 19.516 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura
xlim (mm) xb xef xb>xefconditie armare
As,min (mm2) As,min,ef As,min,ef
xlim (mm) xb xef xb>xefconditie armare
As,min (mm2) As,min,ef As,min,ef
67.586207 397.681 15.859 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura
Armare pe directie longitudinala a stalpului 3-B --> sens Y pozitiv
67.586207 397.681 339.723 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 336.067 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 283.256 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 279.6 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 228.614 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 224.958 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 175.533 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 171.877 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 124.041 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 120.306 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 74.205 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 70.548 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 19.234 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 15.578 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura
Armare pe directie longitudinala a stalpului C-3 --> sens X pozitiv
67.586207 397.681 316.261 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 312.605 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 264.716 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 261.059 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 213.505 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
xlim (mm) xb xef xb>xefconditie armare
As,min (mm2) As,min,ef As,min,ef
xlim (mm) xb xef xb>xefconditie armare
As,min (mm2) As,min,ef As,min,ef
67.586207 397.681 209.848 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 161.981 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 158.638 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 110.923 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 107.267 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 59.611 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 55.955 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura
Armare pe directie longitudinala a stalpului D-3 --> sens X pozitiv
67.586207 397.681 322.987 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 319.253 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 269.241 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 265.584 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 216.002 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 212.345 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 163.259 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 159.603 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 110.931 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 107.275 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 59.23 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura
67.586207 397.681 55.573 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura
Armare pe directie longitudinala a stalpului E-3 --> sens X pozitiv
67.586207 504.203 251.645 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura
67.586207 504.203 247.989 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura
xlim (mm) xb xef xb>xefconditie armare
As,min (mm2) As,min,ef As,min,ef
xlim (mm) xb xef xb>xefconditie armare
As,min (mm2) As,min,ef As,min,ef
67.586207 504.203 209.396 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura
67.586207 504.203 205.74 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura
67.586207 504.203 165.865 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura
67.586207 504.203 162.46 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura
67.586207 504.203 123.509 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura
67.586207 504.203 119.853 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura
67.586207 504.203 82.321 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura
67.586207 504.203 78.665 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura
67.586207 504.203 43.067 OK NU 2662.50000 2829.004 2Φ25+3Φ28/latura
67.586207 504.203 39.441 OK NU 2662.50000 2829.004 2Φ25+3Φ28/latura
Tabele centralizatoare armare longitudinală stâlpi
Armare pe directie transversală a stalpului A-3 --> sens X pozitiv
Etaj
1
zona cr I 125 877.455 522.116
125 1480.596 1044.232
zona cr II 125 603.141 522.116
2
zona cr I 125 584.483 522.116
125 1163.343 1044.232
zona cr II 125 578.86 522.116
3
zona cr I 125 560.962 522.116
125 1115.997 1044.232
zona cr II 125 555.035 522.116
4
zona cr I 125 532.571 522.116
125 1087.606 902.745
zona cr II 125 526.297 380.629
5
zona cr I 125 496.631 380.629
125 1022.928 761.258
zona cr II 125 489.944 380.629
6
zona cr I 125 450.03 380.629
125 939.974 613.902
zona cr II 125 442.859 233.273
7
zona cr I 125 387.755 233.273
s max etr (mm)
MRc, talpi
(kNm)MRb, grinzi
(kNm)∑MRc,stalpi
(kNm)∑MRb,grinzi (kNm)
zona curentă
zona curentă
zona curentă
zona curentă
zona curentă
zona curentă
7 125 830.614 466.545
zona cr II 125 379.948 233.273
Armare pe directie transversală a stalpului B-3 --> sens X pozitiv
Etaj
1
zona cr I 125 606.744 483.029
125 1213.3 966.059
zona cr II 125 606.556 483.029
2
zona cr I 125 599.063 483.029
125 1192.091 966.059
zona cr II 125 593.028 483.029
3
zona cr I 125 570.16 483.029
125 1131.881 966.059
zona cr II 125 561.721 483.029
4
zona cr I 125 518.21 483.029
125 1079.931 858.663
zona cr II 125 514.689 375.634
5
zona cr I 125 458.717 375.634
125 973.406 751.268
zona cr II 125 454.177 375.634
6
zona cr I 125 388.528 375.634
125 842.705 625.89
zona cr II 125 383.025 250.256
7
zona cr I 125 297.472 250.256
125 680.497 500.512
zona cr II 125 290.929 250.256
Armare pe directie transversală a stalpului 3-B --> sens X pozitiv
Etaj
1
zona cr I 125 605.072 471.277
125 1209.594 942.553
zona cr II 125 604.522 471.277
2
zona cr I 125 588.953 471.277
125 1176.3 942.553
zona cr II 125 587.347 471.277
zona curentă
s max etr (mm)
MRc, talpi
(kNm)MRb, grinzi
(kNm)∑MRc,stalpi
(kNm)∑MRb,grinzi (kNm)
zona curentă
zona curentă
zona curentă
zona curentă
zona curentă
zona curentă
zona curentă
s max etr (mm)
MRc, talpi
(kNm)MRb, grinzi
(kNm)∑MRc,stalpi
(kNm)∑MRb,grinzi (kNm)
zona curentă
zona curentă
3
zona cr I 125 557.813 471.277
125 1112.997 942.553
zona cr II 125 555.184 471.277
4
zona cr I 125 512.925 471.277
125 1068.109 859.087
zona cr II 125 509.302 387.811
5
zona cr I 125 455.595 387.811
125 964.897 775.622
zona cr II 125 450.909 387.811
6
zona cr I 125 387.182 387.811
125 838.091 674.343
zona cr II 125 381.662 286.532
7
zona cr I 125 296.972 286.532
125 678.633 573.064
zona cr II 125 290.423 286.532
Armare pe directie transversală a stalpului C-3 --> sens X pozitiv
Etaj
1
zona cr I 125 600.357 433.952
125 1199.725 867.904
zona cr II 125 599.368 433.952
2
zona cr I 125 580.101 433.952
125 1158.248 867.904
zona cr II 125 578.147 433.952
3
zona cr I 125 546.505 433.952
125 1090.097 867.904
zona cr II 125 543.593 433.952
4
zona cr I 125 499.153 433.952
125 1042.746 797.098
zona cr II 125 495.61 363.146
5
zona cr I 125 438.821 363.146
125 934.432 726.292
zona cr II 125 433.989 363.146
6
zona cr I 125 364.741 363.146
125 798.73 628.887
zona cr II 125 358.948 265.741
zona curentă
zona curentă
zona curentă
zona curentă
zona curentă
s max etr (mm)
MRc, talpi
(kNm)MRb, grinzi
(kNm)∑MRc,stalpi
(kNm)∑MRb,grinzi (kNm)
zona curentă
zona curentă
zona curentă
zona curentă
zona curentă
zona curentă
Armare pe directie transversală a stalpului D-3 --> sens X pozitiv
Etaj
1
zona cr I 125 601.997 431.08
125 1203.112 862.16
zona cr II 125 601.115 431.08
2
zona cr I 125 582.424 431.08
125 1162.979 862.16
zona cr II 125 580.555 431.08
3
zona cr I 125 548.454 431.08
125 1094.043 862.16
zona cr II 125 545.589 431.08
4
zona cr I 125 500.492 431.08
125 1046.081 783.237
zona cr II 125 496.639 352.157
5
zona cr I 125 438.831 352.157
125 935.471 704.314
zona cr II 125 433.999 352.157
6
zona cr I 125 364.14 352.157
125 798.139 592.922
zona cr II 125 358.34 240.765
Armare pe directie transversală a stalpului E-3 --> sens X pozitiv
Etaj
1
zona cr I 125 1101.99 462.549
125 2199.039 925.099
zona cr II 125 1097.049 462.549
2
zona cr I 125 1039.673 462.549
125 2073.416 925.099
zona cr II 125 1033.743 462.549
3
zona cr I 125 963.515 462.549
125 1920.561 925.099
zona cr II 125 957.046 462.549
4
zona cr I 125 877.771 462.549
125 1834.817 865.157
s max etr (mm)
MRc, talpi
(kNm)MRb, grinzi
(kNm)∑MRc,stalpi
(kNm)∑MRb,grinzi (kNm)
zona curentă
zona curentă
zona curentă
zona curentă
zona curentă
zona curentă
s max etr (mm)
MRc, talpi
(kNm)MRb, grinzi
(kNm)∑MRc,stalpi
(kNm)∑MRb,grinzi (kNm)
zona curentă
zona curentă
zona curentă
zona curentă
4
zona cr II 125 869.831 402.608
5
zona cr I 125 783.382 402.608
125 1653.213 805.215
zona cr II 125 774.478 402.608
6
zona cr I 125 683.32 402.608
125 1457.798 668.848
zona cr II 125 673.579 266.241
zona curentă
zona curentă
Armare pe directie longitudinala a stalpului A-3 --> sens X pozitiv
965.9200 3329.772 3694.513 6Φ28/latura 877.455 DA
939.8700 -1050.878 2100.940 2Φ20+3Φ25/latura 603.141 DA
853.2300 764.19 2100.940 2Φ20+3Φ25/latura 584.483 DA
827.8800 426.526 2100.940 2Φ20+3Φ25/latura 578.86 DA
749.3100 268.851 2100.940 2Φ20+3Φ25/latura 560.962 DA
723.9600 1119.543 2100.940 2Φ20+3Φ25/latura 555.035 DA
630.6100 -66.212 2100.940 2Φ20+3Φ25/latura 532.571 DA
605.2600 1005.067 2100.940 2Φ20+3Φ25/latura 526.297 DA
489.2200 -635.835 2100.940 2Φ20+3Φ25/latura 496.631 DA
463.8700 857.612 2100.940 2Φ22+3Φ25/latura 489.944 DA
318.0300 740.66 2100.940 2Φ20+3Φ25/latura 450.03 DA
292.7400 -301.367 2100.940 2Φ20+3Φ25/latura 442.859 DA
106.4300 135.853 2100.940 2Φ20+3Φ25/latura 387.755 DA
81.0800 -34.839 2100.940 2Φ20+3Φ25/latura 379.948 DA
Armare pe directie longitudinala a stalpului B-3 --> sens X pozitiv
2285.1000 851.296 1702.743 3Φ20+2Φ22/latura 606.744 DA
2265.1000 -1035.178 1702.743 3Φ20+2Φ22/latura 606.556 DA
1993.7600 149.181 1702.743 3Φ20+2Φ22/latura 599.063 DA
1877.3600 -251.119 1702.743 3Φ20+2Φ22/latura 593.028 DA
1582.4900 -258.214 1702.743 3Φ20+2Φ22/latura 570.16 DA
1499.0900 213.74 1702.743 3Φ20+2Φ22/latura 561.721 DA
1158.3700 -102.419 1702.743 3Φ20+2Φ22/latura 518.21 DA
1134.9700 149.624 1702.743 3Φ20+2Φ22/latura 514.689 DA
809.9900 -257.734 1702.743 3Φ20+2Φ22/latura 458.717 DA
786.5900 801.097 1702.743 3Φ20+2Φ22/latura 454.177 DA
480.6600 -465.38 1702.743 3Φ20+2Φ22/latura 388.528 DA
457.2600 261.707 1702.743 3Φ20+2Φ22/latura 383.025 DA
124.9000 612.737 1702.743 3Φ20+2Φ22/latura 297.472 DA
Ned (kN)As,min,nec (mm2)
As,ef (mm2) As,efMRc,stalpi
(kNm)∑MRc,stalpi>=1.3*∑MRb,grinzi
Ned (kN)As,min,nec (mm2)
As,ef (mm2) As,efMRc,stalpi
(kNm)∑MRc,stalpi>=1.3*∑MRb,grinzi
101.5000 1379.154 1702.743 3Φ20+2Φ22/latura 290.929 DA
Armare pe directie longitudinala a stalpului 3-B --> sens Y pozitiv
2174.2300 363.496 1702.743 3Φ20+2Φ22/latura 605.072 DA
2150.8300 -917.998 1702.743 3Φ20+2Φ22/latura 604.522 DA
1812.8400 97.766 1702.743 3Φ20+2Φ22/latura 588.953 DA
1789.4400 -246.159 1702.743 3Φ20+2Φ22/latura 587.347 DA
1463.1300 -205.611 1702.743 3Φ20+2Φ22/latura 557.813 DA
1439.7300 127.109 1702.743 3Φ20+2Φ22/latura 555.184 DA
1123.4100 -67.973 1702.743 3Φ20+2Φ22/latura 512.925 DA
1100.0100 150.097 1702.743 3Φ20+2Φ22/latura 509.302 DA
793.8600 -135.946 1702.743 3Φ20+2Φ22/latura 455.595 DA
769.9600 669.557 1702.743 3Φ20+2Φ22/latura 450.909 DA
474.9100 -111.393 1702.743 3Φ20+2Φ22/latura 387.182 DA
451.5100 113.528 1702.743 3Φ20+2Φ22/latura 381.662 DA
123.1000 413.377 1702.743 3Φ20+2Φ22/latura 296.972 DA
99.7000 1671.385 1702.743 3Φ20+2Φ22/latura 290.423 DA
Armare pe directie longitudinala a stalpului C-3 --> sens X pozitiv
2024.0700 401.023 1702.743 3Φ20+2Φ22/latura 600.357 DA
2000.6700 -1198.332 1702.743 3Φ20+2Φ22/latura 599.368 DA
1694.1800 -35.741 1702.743 3Φ20+2Φ22/latura 580.101 DA
1670.7800 -456.036 1702.743 3Φ20+2Φ22/latura 578.147 DA
1366.4300 -341.824 1702.743 3Φ20+2Φ22/latura 546.505 DA
Ned (kN)As,min,nec (mm2)
As,ef (mm2) As,efMRc,stalpi
(kNm)∑MRc,stalpi>=1.3*∑MRb,grinzi
Ned (kN)As,min,nec (mm2)
As,ef (mm2) As,efMRc,stalpi
(kNm)∑MRc,stalpi>=1.3*∑MRb,grinzi
1343.0300 -15.872 1702.743 3Φ20+2Φ22/latura 543.593 DA
1036.6800 -162.79 1702.743 3Φ20+2Φ22/latura 499.153 DA
1015.2800 93.495 1702.743 3Φ20+2Φ22/latura 495.61 DA
709.9100 -192.552 1702.743 3Φ20+2Φ22/latura 438.821 DA
686.5100 505.103 1702.743 3Φ20+2Φ22/latura 433.989 DA
381.5100 103.223 1702.743 3Φ20+2Φ22/latura 364.741 DA
358.1100 572.246 1702.743 3Φ20+2Φ22/latura 358.948 DA
Armare pe directie longitudinala a stalpului D-3 --> sens X pozitiv
2067.1200 405.185 1702.743 3Φ20+2Φ22/latura 601.997 DA
2043.2200 -1260.473 1702.743 3Φ20+2Φ22/latura 601.115 DA
1723.1400 -92.465 1702.743 3Φ20+2Φ22/latura 582.424 DA
1699.7400 -541.377 1702.743 3Φ20+2Φ22/latura 580.555 DA
1382.4100 -417.847 1702.743 3Φ20+2Φ22/latura 548.454 DA
1359.0100 -87.968 1702.743 3Φ20+2Φ22/latura 545.589 DA
1044.8600 -242.407 1702.743 3Φ20+2Φ22/latura 500.492 DA
1021.4600 -8.584 1702.743 3Φ20+2Φ22/latura 496.639 DA
709.9600 -257.23 1702.743 3Φ20+2Φ22/latura 438.831 DA
686.5600 507.081 1702.743 3Φ20+2Φ22/latura 433.999 DA
379.0700 -30.647 1702.743 3Φ20+2Φ22/latura 364.14 DA
355.6700 457.833 1702.743 3Φ20+2Φ22/latura 358.34 DA
Armare pe directie longitudinala a stalpului E-3 --> sens X pozitiv
2013.1600 1579.484 2829.004 2Φ25+3Φ28/latura 1101.99 DA
1983.9100 -1804.944 2829.004 2Φ25+3Φ28/latura 1097.049 DA
Ned (kN)As,min,nec (mm2)
As,ef (mm2) As,efMRc,stalpi
(kNm)∑MRc,stalpi>=1.3*∑MRb,grinzi
Ned (kN)As,min,nec (mm2)
As,ef (mm2) As,efMRc,stalpi
(kNm)∑MRc,stalpi>=1.3*∑MRb,grinzi
1675.1700 47.259 2829.004 2Φ25+3Φ28/latura 1039.673 DA
1645.9200 -458.566 2829.004 2Φ25+3Φ28/latura 1033.743 DA
1326.9200 -711.751 2829.004 2Φ25+3Φ28/latura 963.515 DA
1299.6800 -401.728 2829.004 2Φ25+3Φ28/latura 957.046 DA
988.0700 -461.358 2829.004 2Φ25+3Φ28/latura 877.771 DA
958.8200 -24.688 2829.004 2Φ25+3Φ28/latura 869.831 DA
658.5700 -332.157 2829.004 2Φ25+3Φ28/latura 783.382 DA
629.3200 133.422 2829.004 2Φ25+3Φ28/latura 774.478 DA
344.5400 122.986 2829.004 2Φ25+3Φ28/latura 683.32 DA
315.5300 1069.096 2829.004 2Φ25+3Φ28/latura 673.579 DA
Tabele centralizatoare armare longitudinală stâlpi
Armare pe directie transversală a stalpului A-3 --> sens X pozitiv
804.505
512.265 1262.172 965.92
552.997
629.568
472.86 1265.402 853.23
623.511
629.867
472.86 1265.402 749.31
623.212
530.46
397.989 1265.402 630.61
524.211
443.509
332.47 1265.402 489.22
437.537
352.7
264.068 1265.402 318.03
347.08
261.357
Mdc,stalpi (kNm) VEd (kN) VRd,max (kN) NEd (kN)
195.264 1265.402 106.43
256.094
Armare pe directie transversală a stalpului B-3 --> sens X pozitiv
628.035
473.916 1071.636 2285.1
627.841
582.57
437.46 1071.636 1993.76
576.701
583.957
437.46 1071.636 1582.49
575.313
494.441
371.895 1071.636 1158.37
491.081
424.841
319.048 1071.636 809.99
420.637
346.279
259.492 1071.636 480.66
341.374
262.553
195.974 1071.636 124.9
256.777
Armare pe directie transversală a stalpului 3-B --> sens X pozitiv
612.938
462.385 1071.636 2174.23
612.381
566.304
426.817 1071.636 1812.84
564.76
Mdc,stalpi (kNm) VEd (kN) VRd,max (kN) NEd (kN)
Mdc,stalpi (kNm) VEd (kN) VRd,max (kN) NEd (kN)
566.868
426.817 1071.636 1463.13
564.196
495.059
372.31 1071.636 1123.41
491.562
439.47
329.97 1071.636 793.86
434.95
373.84
280.132 1071.636 474.91
368.51
300.929
224.612 1071.636 123.1
294.293
Armare pe directie transversală a stalpului C-3 --> sens X pozitiv
564.603
425.764 1071.636 2024.07
563.673
521.621
393.013 1071.636 1694.18
519.864
522.134
393.013 1071.636 1366.43
519.351
457.877
344.341 1071.636 1036.68
454.627
409.291
307.198 1071.636 709.91
404.784
344.619
258.024 1071.636 381.51
339.145
Mdc,stalpi (kNm) VEd (kN) VRd,max (kN) NEd (kN)
Armare pe directie transversală a stalpului D-3 --> sens X pozitiv
560.815
422.946 1071.636 2067.12
559.993
518.127
390.412 1071.636 1723.14
516.465
518.651
390.412 1071.636 1382.41
515.941
449.683
338.077 1071.636 1044.86
446.221
396.474
297.578 1071.636 709.96
392.108
324.615
243.041 1071.636 379.07
319.445
Armare pe directie transversală a stalpului E-3 --> sens X pozitiv
602.665
453.822 1704.876 2013.16
599.963
556.647
418.913 1704.876 1675.17
553.472
556.929
418.913 1704.876 1326.92
553.19
496.666
373.147 1704.876 988.07
Mdc,stalpi (kNm) VEd (kN) VRd,max (kN) NEd (kN)
Mdc,stalpi (kNm) VEd (kN) VRd,max (kN) NEd (kN)
492.174
457.866
343.595 1704.876 658.57
452.662
376.215
281.912 1704.876 344.54
370.851
Armare pe directie longitudinala a stalpului A-3 --> sens X pozitiv Armare pe directie transversala a stalpului A-3 --> sens X pozitiv
d final (mm) Etaj
562.41379 600
1
zona cr I
650 600
1462.5
562.41379 600 zona curenta 537.5
562.41379 600 zona cr II 650
562.41379 600
2
zona cr I
650 600
1462.5
562.41379 600 zona curenta 537.5
562.41379 600 zona cr II 650
562.41379 600
3
zona cr I
650 600
975
562.41379 600 zona curenta 1025
562.41379 600 zona cr II 650
562.41379 600
4
zona cr I
650 600
975
562.41379 600 zona curenta 1025
562.41379 600 zona cr II 650
562.41379 600
5
zona cr I
650 600
975
562.41379 600 zona curenta 1025
zona cr II 650
6
zona cr I
650 600
975
zona curenta 1025
zona cr II 650
7
zona cr I
650 600
975
zona curenta 1025
zona cr II 650
Armare pe directie longitudinala a stalpului B-3 --> sens X pozitiv Armare pe directie transversala a stalpului B-3 --> sens X pozitiv
d final (mm) Etaj
512.41379 550
1
zona cr I
600 600
1350
512.41379 550 zona curenta 700
512.41379 550 zona cr II 600
512.41379 550
2
zona cr I
600 600
1350
512.41379 550 zona curenta 700
512.41379 550 zona cr II 600
512.41379 550
3
zona cr I
600 600
900
512.41379 550 zona curenta 1150
512.41379 550 zona cr II 600
512.41379 550
4
zona cr I
600 600
900
512.41379 550 zona curenta 1150
512.41379 550 zona cr II 600
512.41379 550
5
zona cr I
600 600
900
hs final (mm)
hc = bst
(mm)hst (mm) lcr (mm)
hs final (mm)
hc = bst
(mm)hst (mm) lcr (mm)
512.41379 550 5 zona curenta 600 600 1150
zona cr II 600
6
zona cr I
600 600
900
zona curenta 1150
zona cr II 600
7
zona cr I
600 600
900
zona curenta 1150
zona cr II 600
Armare pe directie longitudinala a stalpului 3-B --> sens Y pozitiv Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv
d final (mm) Etaj
512.41379 550
1
zona cr I
600 600
1350
512.41379 550 zona curenta 700
512.41379 550 zona cr II 600
512.41379 550
2
zona cr I
600 600
1350
512.41379 550 zona curenta 700
512.41379 550 zona cr II 600
512.41379 550
3
zona cr I
600 600
900
512.41379 550 zona curenta 1150
512.41379 550 zona cr II 600
512.41379 550
4
zona cr I
600 600
900
512.41379 550 zona curenta 1150
512.41379 550 zona cr II 600
512.41379 550
5
zona cr I
600 600
900
512.41379 550 zona curenta 1150
zona cr II 600
6
zona cr I
600 600
900
zona curenta 1150
zona cr II 600
7
zona cr I
600 600
900
zona curenta 1150
zona cr II 600
Armare pe directie longitudinala a stalpului C-3 --> sens X pozitiv Armare pe directie transversala a stalpului C-3 --> sens X pozitiv
d final (mm) Etaj
512.41379 550
1
zona cr I
600 600
1350
512.41379 550 zona curenta 700
512.41379 550 zona cr II 600
512.41379 550
2
zona cr I
600 600
1350
512.41379 550 zona curenta 700
hs final (mm)
hc = bst
(mm)hst (mm) lcr (mm)
hs final (mm)
hc = bst
(mm)hst (mm) lcr (mm)
512.41379 550
2
zona cr II
600 600
600
512.41379 550
3
zona cr I
600 600
900
512.41379 550 zona curenta 1150
512.41379 550 zona cr II 600
512.41379 550
4
zona cr I
600 600
900
512.41379 550 zona curenta 1150
512.41379 550 zona cr II 600
5
zona cr I
600 600
900
zona curenta 1150
zona cr II 600
6
zona cr I
600 600
900
zona curenta 1150
zona cr II 600
Armare pe directie longitudinala a stalpului D-3 --> sens X pozitiv Armare pe directie transversala a stalpului D-3 --> sens X pozitiv
d final (mm) Etaj
512.41379 550
1
zona cr I
600 600
1350
512.41379 550 zona curenta 700
512.41379 550 zona cr II 600
512.41379 550
2
zona cr I
600 600
1350
512.41379 550 zona curenta 700
512.41379 550 zona cr II 600
512.41379 550
3
zona cr I
600 600
900
512.41379 550 zona curenta 1150
512.41379 550 zona cr II 600
512.41379 550
4
zona cr I
600 600
900
512.41379 550 zona curenta 1150
512.41379 550 zona cr II 600
5
zona cr I
600 600
900
zona curenta 1150
zona cr II 600
6
zona cr I
600 600
900
zona curenta 1150
zona cr II 600
Armare pe directie longitudinala a stalpului E-3 --> sens X pozitiv Armare pe directie transversala a stalpului E-3 --> sens X pozitiv
d final (mm) Etaj
662.41379 700
1
zona cr I
750 600
1687.5
662.41379 700 zona curenta 212.5
hs final (mm)
hc = bst
(mm)hst (mm) lcr (mm)
hs final (mm)
hc = bst
(mm)hst (mm) lcr (mm)
662.41379 700
1
zona cr II
750 600
750
662.41379 700
2
zona cr I
750 600
1687.5
662.41379 700 zona curenta 212.5
662.41379 700 zona cr II 750
662.41379 700
3
zona cr I
750 600
1125
662.41379 700 zona curenta 775
662.41379 700 zona cr II 750
662.41379 700
4
zona cr I
750 600
1125
662.41379 700 zona curenta 775
662.41379 700 zona cr II 750
5
zona cr I
750 600
1125
zona curenta 775
zona cr II 750
6
zona cr I
750 600
1125
zona curenta 775
zona cr II 750
Tabele centralizatoare armare longitudinală stâlpi
Armare pe directie transversală a stalpului A-3 --> sens X pozitiv
Etaj
1
zona cr I 0.005 406.250 505.887 565.487 5Φ12/125 0.007 0.12
zona curentă 0.0015 121.875 505.887 565.487 5Φ12/125 0.007 0.08
zona cr II 0.0035 284.375 505.887 565.487 5Φ12/125 0.007 0.08
2
zona cr I 0.005 406.250 465.780 565.487 5Φ12/125 0.007 0.12
zona curentă 0.0015 121.875 504.595 565.487 5Φ12/125 0.007 0.08
zona cr II 0.0035 284.375 465.780 565.487 5Φ12/125 0.007 0.08
3
zona cr I 0.005 406.250 465.780 565.487 5Φ12/125 0.007 0.12
zona curentă 0.0015 121.875 465.780 565.487 5Φ12/125 0.007 0.08
zona cr II 0.0035 284.375 465.780 565.487 5Φ12/125 0.007 0.08
4
zona cr I 0.005 406.250 392.030 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 121.875 392.030 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 284.375 392.030 452.389 4Φ12/125 0.006 0.08
5
zona cr I 0.005 406.250 327.492 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 121.875 327.492 392.699 5Φ10/125 0.005 0.08
zona cr II 0.0035 284.375 327.492 392.699 5Φ10/125 0.005 0.08
6
zona cr I 0.005 406.250 260.114 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 121.875 260.114 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 284.375 260.114 314.159 4Φ10/125 0.004 0.08
7
zona cr I 0.005 406.250 192.341 452.389 4Φ12/125 0.006 0.12
ρminAsw,ρmin (mm2)
As,ef (mm2) Φetr ρw ωmin ωwd
7 zona curentă 0.0015 121.875 192.341 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 284.375 192.341 392.699 5Φ10/150 0.005 0.08
Armare pe directie transversală a stalpului B-3 --> sens X pozitiv
Etaj
1
zona cr I 0.005 375.000 508.825 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 508.825 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 508.825 565.487 5Φ12/125 0.008 0.08
2
zona cr I 0.005 375.000 469.685 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 508.825 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 469.685 565.487 5Φ12/125 0.008 0.08
3
zona cr I 0.005 375.000 469.685 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 469.685 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 469.685 565.487 5Φ12/125 0.008 0.08
4
zona cr I 0.005 375.000 399.289 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 399.289 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 262.500 399.289 452.389 4Φ12/125 0.006 0.08
5
zona cr I 0.005 375.000 342.550 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 342.550 392.699 5Φ10/125 0.005 0.08
zona cr II 0.0035 262.500 342.550 392.699 5Φ10/125 0.005 0.08
6
zona cr I 0.005 375.000 278.606 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 278.606 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 262.500 278.606 314.159 4Φ10/125 0.004 0.08
7
zona cr I 0.005 375.000 210.409 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 210.409 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 262.500 210.409 452.389 4Φ12/125 0.006 0.08
Armare pe directie transversală a stalpului 3-B --> sens X pozitiv
Etaj
1
zona cr I 0.005 375.000 496.445 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 496.445 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 496.445 565.487 5Φ12/125 0.008 0.08
2
zona cr I 0.005 375.000 458.257 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 496.445 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 458.257 565.487 5Φ12/125 0.008 0.08
ρminAsw,ρmin (mm2)
As,ef (mm2) Φetr ρw ωmin ωwd
ρminAsw,ρmin (mm2)
As,ef (mm2) Φetr ρw ωmin ωwd
3
zona cr I 0.005 375.000 458.257 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 458.257 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 458.257 565.487 5Φ12/125 0.008 0.08
4
zona cr I 0.005 375.000 399.735 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 399.735 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 399.735 565.487 5Φ12/125 0.008 0.08
5
zona cr I 0.005 375.000 354.276 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 354.276 392.699 5Φ10/125 0.005 0.08
zona cr II 0.0035 262.500 354.276 392.699 5Φ10/125 0.005 0.08
6
zona cr I 0.005 375.000 300.767 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 300.767 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 262.500 300.767 314.159 4Φ10/125 0.004 0.08
7
zona cr I 0.005 375.000 241.157 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 241.157 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 262.500 241.157 392.699 5Φ10/150 0.005 0.08
Armare pe directie transversală a stalpului C-3 --> sens X pozitiv
Etaj
1
zona cr I 0.005 375.000 457.127 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 457.127 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 457.127 565.487 5Φ12/125 0.008 0.08
2
zona cr I 0.005 375.000 421.963 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 457.127 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 262.500 421.963 452.389 4Φ12/125 0.006 0.08
3
zona cr I 0.005 375.000 421.963 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 421.963 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 262.500 421.963 452.389 4Φ12/125 0.006 0.08
4
zona cr I 0.005 375.000 369.706 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 369.706 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 262.500 369.706 452.389 4Φ12/125 0.006 0.08
5
zona cr I 0.005 375.000 329.827 392.699 5Φ10/150 0.005 0.12
zona curentă 0.0015 112.500 329.827 392.699 5Φ10/125 0.005 0.08
zona cr II 0.0035 262.500 329.827 392.699 5Φ10/125 0.005 0.08
6
zona cr I 0.005 375.000 277.031 392.699 5Φ10/150 0.005 0.12
zona curentă 0.0015 112.500 277.031 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 262.500 277.031 314.159 4Φ10/125 0.004 0.08
ρminAsw,ρmin (mm2)
As,ef (mm2) Φetr ρw ωmin ωwd
Armare pe directie transversală a stalpului D-3 --> sens X pozitiv
Etaj
1
zona cr I 0.005 375.000 454.101 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 454.101 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 454.101 565.487 5Φ12/125 0.008 0.08
2
zona cr I 0.005 375.000 419.170 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 454.101 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 262.500 419.170 452.389 4Φ12/125 0.006 0.08
3
zona cr I 0.005 375.000 419.170 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 419.170 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 262.500 419.170 452.389 4Φ12/125 0.006 0.08
4
zona cr I 0.005 375.000 362.980 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 362.980 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 262.500 362.980 452.389 4Φ12/125 0.006 0.08
5
zona cr I 0.005 375.000 319.498 392.699 5Φ10/150 0.005 0.12
zona curentă 0.0015 112.500 319.498 392.699 5Φ10/125 0.005 0.08
zona cr II 0.0035 262.500 319.498 392.699 5Φ10/125 0.005 0.08
6
zona cr I 0.005 375.000 260.944 392.699 5Φ10/150 0.005 0.12
zona curentă 0.0015 112.500 260.944 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 262.500 260.944 314.159 4Φ10/125 0.004 0.08
Armare pe directie transversală a stalpului E-3 --> sens X pozitiv
Etaj
1
zona cr I 0.005 468.750 382.840 565.487 5Φ12/125 0.006 0.12
zona curentă 0.0015 140.625 382.840 452.389 4Φ12/125 0.005 0.08
zona cr II 0.0035 328.125 382.840 452.389 4Φ12/125 0.005 0.08
2
zona cr I 0.005 468.750 353.391 565.487 5Φ12/125 0.006 0.12
zona curentă 0.0015 140.625 382.840 452.389 4Φ12/125 0.005 0.08
zona cr II 0.0035 328.125 353.391 392.699 5Φ10/125 0.004 0.08
3
zona cr I 0.005 468.750 353.391 565.487 5Φ12/125 0.006 0.12
zona curentă 0.0015 140.625 353.391 392.699 5Φ10/125 0.004 0.08
zona cr II 0.0035 328.125 353.391 392.699 5Φ10/125 0.004 0.08
4
zona cr I 0.005 468.750 314.784 565.487 5Φ12/125 0.006 0.12
zona curentă 0.0015 140.625 314.784 392.699 5Φ10/125 0.004 0.08
ρminAsw,ρmin (mm2)
As,ef (mm2) Φetr ρw ωmin ωwd
ρminAsw,ρmin (mm2)
As,ef (mm2) Φetr ρw ωmin ωwd
4
zona cr II 0.0035 328.125 314.784 392.699 5Φ10/125 0.004 0.08
5
zona cr I 0.005 468.750 289.854 565.487 5Φ12/125 0.006 0.12
zona curentă 0.0015 140.625 289.854 314.159 4Φ10/125 0.003 0.08
zona cr II 0.0035 328.125 289.854 392.699 5Φ10/125 0.004 0.08
6
zona cr I 0.005 468.750 237.818 565.487 5Φ12/125 0.006 0.12
zona curentă 0.0015 140.625 237.818 314.159 4Φ10/125 0.003 0.08
zona cr II 0.0035 328.125 237.818 392.699 5Φ10/125 0.004 0.08
Armare pe directie transversala a stalpului A-3 --> sens X pozitiv
d (mm) z (mm)
2650 3250 600 586 527.4 522 125 550 40
2650 3250 600 586 527.4 522 125 550 40
2650 3250 600 586 527.4 522 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
2650 3250 600 587.5 528.75 525 125 550 40
Armare pe directie transversala a stalpului B-3 --> sens X pozitiv
d (mm) z (mm)
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
lcl (mm)h nivel (mm)
h grinda (mm)
ds (mm)s max etr
(mm)b0 (mm) as (mm)
lcl (mm)h nivel (mm)
h grinda (mm)
ds (mm)s max etr
(mm)b0 (mm) as (mm)
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv
d (mm) z (mm)
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
Armare pe directie transversala a stalpului C-3 --> sens X pozitiv
d (mm) z (mm)
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
lcl (mm)h nivel (mm)
h grinda (mm)
ds (mm)s max etr
(mm)b0 (mm) as (mm)
lcl (mm)h nivel (mm)
h grinda (mm)
ds (mm)s max etr
(mm)b0 (mm) as (mm)
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
Armare pe directie transversala a stalpului D-3 --> sens X pozitiv
d (mm) z (mm)
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
2650 3250 600 539 485.1 478 125 500 40
Armare pe directie transversala a stalpului E-3 --> sens X pozitiv
d (mm) z (mm)
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
lcl (mm)h nivel (mm)
h grinda (mm)
ds (mm)s max etr
(mm)b0 (mm) as (mm)
lcl (mm)h nivel (mm)
h grinda (mm)
ds (mm)s max etr
(mm)b0 (mm) as (mm)
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
2650 3250 600 686 617.4 622 125 650 40
Armare pe directie transversala a stalpului A-3 --> sens X pozitiv
28 28 1.3 877.455 522.116 804.505
28 28 1.3 1480.596 1044.23241 512.265
28 28 1.3 603.141 522.116 552.997
25 25 1.2 584.483 522.116 629.568
25 25 1.2 1163.343 1044.23241 472.86
25 25 1.2 578.86 522.116 623.511
25 25 1.2 560.962 522.116 629.867
25 25 1.2 1115.997 1044.23241 472.86
25 25 1.2 555.035 522.116 . 623.212
25 25 1.2 532.571 522.116 530.46
25 25 1.2 1087.606 902.745288 397.989
25 25 1.2 526.297 380.629 524.211
25 25 1.2 496.631 380.629 443.509
25 25 1.2 1022.928 761.258165 332.47
25 25 1.2 489.944 380.629 437.537
25 25 1.2 450.03 380.629 352.7
25 25 1.2 939.974 613.901762 264.068
25 25 1.2 442.859 233.273 347.08
25 25 1.2 387.755 233.273 261.357
25 25 1.2 830.614 466.545359 195.264
25 25 1.2 379.948 233.273 256.094
Armare pe directie transversala a stalpului B-3 --> sens X pozitiv
22 22 1.3 606.744 483.029 628.035
22 22 1.3 1213.300 966.058591 473.916
22 22 1.3 606.556 483.029 627.841
22 22 1.2 599.063 483.029 582.57
22 22 1.2 1192.091 966.058591 437.46
22 22 1.2 593.028 483.029 576.701
22 22 1.2 570.16 483.029 583.957
22 22 1.2 1131.881 966.058591 437.46
22 22 1.2 561.721 483.029 . 575.313
22 22 1.2 518.21 483.029 494.441
22 22 1.2 1079.931 858.663246 371.895
22 22 1.2 514.689 375.634 491.081
22 22 1.2 458.717 375.634 424.841
Φ long (mm) d bl (mm) γ RdMRc, talpi
(kNm)MRb, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi
(kNm)Mdc,stalpi
(kNm)VEd (kN)
Φ long (mm) d bl (mm) γ RdMRc, talpi
(kNm)MR, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi
(kNm)Mdc,stalpi
(kNm)VEd (kN)
22 22 1.2 973.406 751.267901 319.048
22 22 1.2 454.177 375.634 420.637
22 22 1.2 388.528 375.634 346.279
22 22 1.2 842.705 625.89008 259.492
22 22 1.2 383.025 250.256 341.374
22 22 1.2 297.472 250.256 262.553
22 22 1.2 680.497 500.512258 195.974
22 22 1.2 290.929 250.256 256.777
Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv
22 22 1.3 605.072 471.277 612.938
22 22 1.3 1209.594 942.553194 462.385
22 22 1.3 604.522 471.277 612.381
22 22 1.2 588.953 471.277 566.304
22 22 1.2 1176.300 942.553194 426.817
22 22 1.2 587.347 471.277 564.76
22 22 1.2 557.813 471.277 566.868
22 22 1.2 1112.997 942.553194 426.817
22 22 1.2 555.184 471.277 . 564.196
22 22 1.2 512.925 471.277 495.059
22 22 1.2 1068.109 859.087361 372.31
22 22 1.2 509.302 387.811 491.562
22 22 1.2 455.595 387.811 439.47
22 22 1.2 964.897 775.621527 329.97
22 22 1.2 450.909 387.811 434.95
22 22 1.2 387.182 387.811 373.84
22 22 1.2 838.091 674.342863 280.132
22 22 1.2 381.662 286.532 368.51
22 22 1.2 296.972 286.532 300.929
22 22 1.2 678.633 573.064199 224.612
22 22 1.2 290.423 286.532 294.293
Armare pe directie transversala a stalpului C-3 --> sens X pozitiv
22 22 1.3 600.357 433.952 564.603
22 22 1.3 1199.725 867.90424 425.764
22 22 1.3 599.368 433.952 563.673
22 22 1.2 580.101 433.952 521.621
22 22 1.2 1158.248 867.90424 393.013
Φ long (mm) d bl (mm) γ RdMRc, talpi
(kNm)MR, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi
(kNm)Mdc,stalpi
(kNm)VEd (kN)
Φ long (mm) d bl (mm) γ RdMRc, talpi
(kNm)MR, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi
(kNm)Mdc,stalpi
(kNm)VEd (kN)
22 22 1.2 578.147 433.952 519.864
22 22 1.2 546.505 433.952 522.134
22 22 1.2 1090.097 867.90424 393.013
22 22 1.2 543.593 433.952 . 519.351
22 22 1.2 499.153 433.952 457.877
22 22 1.2 1042.746 797.09824 344.341
22 22 1.2 495.61 363.146 454.627
22 22 1.2 438.821 363.146 409.291
22 22 1.2 934.432 726.292239 307.198
22 22 1.2 433.989 363.146 404.784
22 22 1.2 364.741 363.146 344.619
22 22 1.2 798.730 628.887159 258.024
22 22 1.2 358.948 265.741 339.145
Armare pe directie transversala a stalpului D-3 --> sens X pozitiv
22 22 1.3 601.997 431.080 560.815
22 22 1.3 1203.112 862.159838 422.946
22 22 1.3 601.115 431.080 559.993
22 22 1.2 582.424 431.080 518.127
22 22 1.2 1162.979 862.159838 390.412
22 22 1.2 580.555 431.080 516.465
22 22 1.2 548.454 431.080 518.651
22 22 1.2 1094.043 862.159838 390.412
22 22 1.2 545.589 431.080 . 515.941
22 22 1.2 500.492 431.080 449.683
22 22 1.2 1046.081 783.236748 338.077
22 22 1.2 496.639 352.157 446.221
22 22 1.2 438.831 352.157 396.474
22 22 1.2 935.471 704.313657 297.578
22 22 1.2 433.999 352.157 392.108
22 22 1.2 364.14 352.157 324.615
22 22 1.2 798.139 592.922206 243.041
22 22 1.2 358.34 240.765 319.445
Armare pe directie transversala a stalpului E-3 --> sens X pozitiv
28 28 1.3 1101.99 462.549 602.665
28 28 1.3 2199.039 925.098506 453.822
Φ long (mm) d bl (mm) γ RdMRc, talpi
(kNm)MR, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi
(kNm)Mdc,stalpi
(kNm)VEd (kN)
Φ long (mm) d bl (mm) γ RdMRc, talpi
(kNm)MR, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi
(kNm)Mdc,stalpi
(kNm)VEd (kN)
28 28 1.3 1097.049 462.549 599.963
28 28 1.2 1039.673 462.549 556.647
28 28 1.2 2073.416 925.098506 418.913
28 28 1.2 1033.743 462.549 553.472
28 28 1.2 963.515 462.549 556.929
28 28 1.2 1920.561 925.098506 418.913
28 28 1.2 957.046 462.549 . 553.19
28 28 1.2 877.771 462.549 496.666
28 28 1.2 1834.817 865.156918 373.147
28 28 1.2 869.831 402.608 492.174
28 28 1.2 783.382 402.608 457.866
28 28 1.2 1653.213 805.21533 343.595
28 28 1.2 774.478 402.608 452.662
28 28 1.2 683.32 402.608 376.215
28 28 1.2 1457.798 668.848218 281.912
28 28 1.2 673.579 266.241 370.851
Armare pe directie transversala a stalpului A-3 --> sens X pozitiv
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 0.003 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 2.5 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 2.196 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 1.848 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 1.434 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 0.932 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 0.312 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
Armare pe directie transversala a stalpului B-3 --> sens X pozitiv
ctgθ = 45
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 0.008 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 6.952 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 5.518 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 4.039 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
ctgθ=tgθ => θ=45 α cw δ cp fcd (N/mm2) fyd (N/mm2)
fywd
(N/mm2) ν1 C Rd,c γ c
α cw δ cpfcd
(N/mm^2)fyd
(N/mm^2)fywd
(N/mm^2) ν1 C Rd,c γ c
1 1.0000 2.824 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 1.676 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 0.435 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv
ctgθ = 45
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 0.008 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 6.321 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 5.102 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 3.917 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 2.768 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 1.656 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 0.429 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
Armare pe directie transversala a stalpului C-3 --> sens X pozitiv
ctgθ = 45
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 0.007 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 5.907 13.34 300 240 0.552 0.12 1.5
α cw δ cpfcd
(N/mm^2)fyd
(N/mm^2)fywd
(N/mm^2) ν1 C Rd,c γ c
α cw δ cpfcd
(N/mm^2)fyd
(N/mm^2)fywd
(N/mm^2) ν1 C Rd,c γ c
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 4.764 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 3.615 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 2.475 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 1.33 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
Armare pe directie transversala a stalpului D-3 --> sens X pozitiv
ctgθ = 45
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 0.007 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 6.008 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 4.82 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 3.643 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 2.475 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 1.322 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
Armare pe directie transversala a stalpului E-3 --> sens X pozitiv
ctgθ = 45
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 0.004 13.34 300 240 0.552 0.12 1.5
α cw δ cpfcd
(N/mm^2)fyd
(N/mm^2)fywd
(N/mm^2) ν1 C Rd,c γ c
α cw δ cpfcd
(N/mm^2)fyd
(N/mm^2)fywd
(N/mm^2) ν1 C Rd,c γ c
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 3.591 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 2.844 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 2.118 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 1.412 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
1 1.0000 0.739 13.34 300 240 0.552 0.12 1.5
1 13.34 300 240 0.552 0.12 1.5
Armare pe directie transversala a stalpului A-3 --> sens X pozitiv
K
1.584 0.15 20
1.584 0.15 20 1262.172 290.803 965.92 119.043 0.3121 0.0323
1.584 0.15 20 DA
1.583 0.15 20
1.583 0.15 20 1265.402 370.798 853.23 262.322 0.3119 0.0154
1.583 0.15 20 DA
1.583 0.15 20
1.583 0.15 20 1265.402 353.355 749.31 244.878 0.3119 0.0154
1.583 0.15 20 DA
1.583 0.15 20
1.583 0.15 20 1265.402 301.973 630.61 224.953 0.3119 0.0099
1.583 0.15 20 DA
1.583 0.15 20
1.583 0.15 20 1265.4 278.24 489.22 201.22 0.3119 0.0099
1.583 0.15 20 DA
1.583 0.15 20
1.583 0.15 20 1265.402 249.504 318.03 172.484 0.3119 0.0099
1.583 0.15 20 DA
1.583 0.15 20
1.583 0.15 20 1265.402 213.985 106.43 136.966 0.3119 0.0099
1.583 0.15 20 DA
Armare pe directie transversala a stalpului B-3 --> sens X pozitiv
K
1.609 0.15 20
1.609 0.15 20 1071.636 265.089 2285.10 103.714 0.3195 0.0381
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 544.242 1993.76 440.557 0.3195 0.0182
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 474.679 1582.49 370.993 0.3195 0.0182
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 374.327 1158.37 299.257 0.3195 0.0117
1.609 0.15 20 DA
1.609 0.15 20
K1 fck (N/mm^2)VRd,max
(kN) VRd,c (kN) NEd (kN)VRd,c min
(kN) νmin (kN) ρlong
K1 fck (N/mm^2)VRd,max
(kN) VRd,c (kN) NEd (kN)VRd,c min
(kN)Vmin (kN) ρlong
1.609 0.15 20 1071.64 315.402 809.99 240.331 0.3195 0.0117
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 259.698 480.66 184.627 0.3195 0.0117
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 199.524 124.90 124.453 0.3195 0.0117
1.609 0.15 20 DA
Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv
K
1.609 0.15 20
1.609 0.15 20 1071.636 265.070 2174.23 103.695 0.3195 0.0381
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 513.64 1812.84 409.955 0.3195 0.0182
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 454.49 1463.13 350.805 0.3195 0.0182
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 368.414 1123.41 293.344 0.3195 0.0117
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.64 312.673 793.86 237.603 0.3195 0.0117
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 258.725 474.91 183.655 0.3195 0.0117
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 199.219 123.10 124.149 0.3195 0.0117
1.609 0.15 20 DA
Armare pe directie transversala a stalpului C-3 --> sens X pozitiv
K
1.609 0.15 20
1.609 0.15 20 1071.636 265.045 2024.07 103.67 0.3195 0.0381
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 493.57 1694.18 389.885 0.3195 0.0182
K1 fck (N/mm^2)VRd,max
(kN) VRd,c (kN) NEd (kN)VRd,c min
(kN)Vmin (kN) ρlong
K1 fck (N/mm^2)VRd,max
(kN) VRd,c (kN) NEd (kN)VRd,c min
(kN)Vmin (kN) ρlong
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 438.134 1366.43 334.449 0.3195 0.0182
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 353.744 1036.68 278.674 0.3195 0.0117
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.64 298.474 709.91 223.403 0.3195 0.0117
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 242.928 381.51 167.857 0.3195 0.0117
1.609 0.15 20 DA
Armare pe directie transversala a stalpului D-3 --> sens X pozitiv
K
1.609 0.15 20
1.609 0.15 20 1071.636 265.052 2067.12 103.677 0.3195 0.0381
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 498.468 1723.14 394.783 0.3195 0.0182
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 440.837 1382.41 337.151 0.3195 0.0182
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 355.128 1044.86 280.057 0.3195 0.0117
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.64 298.482 709.96 223.412 0.3195 0.0117
1.609 0.15 20 DA
1.609 0.15 20
1.609 0.15 20 1071.636 242.515 379.07 167.444 0.3195 0.0117
1.609 0.15 20 DA
Armare pe directie transversala a stalpului E-3 --> sens X pozitiv
K
1.54 0.15 20
1.54 0.15 20 1704.876 345.556 2013.16 154.229 0.2991 0.0239
K1 fck (N/mm^2)VRd,max
(kN) VRd,c (kN) NEd (kN)VRd,c min
(kN)Vmin (kN) ρlong
K1 fck (N/mm^2)VRd,max
(kN) VRd,c (kN) NEd (kN)VRd,c min
(kN)Vmin (kN) ρlong
1.54 0.15 20 DA
1.54 0.15 20
1.54 0.15 20 1704.876 547.114 1675.17 431.026 0.2991 0.0114
1.54 0.15 20 DA
1.54 0.15 20
1.54 0.15 20 1704.876 489.502 1326.92 373.414 0.2991 0.0114
1.54 0.15 20 DA
1.54 0.15 20
1.54 0.15 20 1704.876 396.126 988.07 317.357 0.2991 0.0073
1.54 0.15 20 DA
1.54 0.15 20
1.54 0.15 20 1704.88 341.615 658.57 262.846 0.2991 0.0073
1.54 0.15 20 DA
1.54 0.15 20
1.54 0.15 20 1704.876 289.664 344.54 210.895 0.2991 0.0073
1.54 0.15 20 DA
Armare pe directie transversala a stalpului A-3 --> sens X pozitiv
Asw,nec
0.005 406.250 505.887 565.487 5Φ12/125 0.0070 0.12
0.0015 121.875 505.887 565.487 5Φ12/125 0.0070 0.08
0.0035 284.375 505.887 565.487 5Φ12/125 0.0070 0.08
Asw,nec
0.005 406.250 465.780 565.487 5Φ12/125 0.0070 0.12
0.0015 121.875 504.595 565.487 5Φ12/125 0.0070 0.08
0.0035 284.375 465.780 565.487 5Φ12/125 0.0070 0.08
Asw,nec
0.005 406.250 465.780 565.487 5Φ12/125 0.0070 0.12
0.0015 121.875 465.780 565.487 5Φ12/125 0.0070 0.08
0.0035 284.375 465.780 565.487 5Φ12/125 0.0070 0.08
Asw,nec
0.005 406.250 392.030 452.389 4Φ12/125 0.0056 0.12
0.0015 121.875 392.030 452.389 4Φ12/125 0.0056 0.08
0.0035 284.375 392.030 452.389 4Φ12/125 0.0056 0.08
Asw,nec
0.005 406.250 327.492 452.389 4Φ12/125 0.0056 0.12
0.0015 121.875 327.492 392.699 5Φ10/125 0.0048 0.08
0.0035 284.375 327.492 392.699 5Φ10/125 0.0048 0.08
Asw,nec
0.005 406.250 260.114 452.389 4Φ12/125 0.0056 0.12
0.0015 121.875 260.114 314.159 4Φ10/125 0.0039 0.08
0.0035 284.375 260.114 314.159 4Φ10/125 0.0039 0.08
Asw,ρmin
0.005 406.250 192.341 452.389 4Φ12/125 0.0056 0.12
0.0015 121.875 192.341 314.159 4Φ10/125 0.0039 0.08
0.0035 284.375 192.341 392.699 5Φ10/150 0.0048 0.08
Armare pe directie transversala a stalpului B-3 --> sens X pozitiv
Asw,nec
0.005 375.000 508.825 565.487 5Φ12/125 0.0075 0.12
0.0015 112.500 508.825 565.487 5Φ12/125 0.0075 0.08
0.0035 262.500 508.825 565.487 5Φ12/125 0.0075 0.08
Asw,ρmin
0.005 375.000 469.685 565.487 5Φ12/125 0.0075 0.12
0.0015 112.500 508.825 565.487 5Φ12/125 0.0075 0.08
0.0035 262.500 469.685 565.487 5Φ12/125 0.0075 0.08
Asw,ρmin
0.005 375.000 469.685 565.487 5Φ12/125 0.0075 0.12
0.0015 112.500 469.685 565.487 5Φ12/125 0.0075 0.08
0.0035 262.500 469.685 565.487 5Φ12/125 0.0075 0.08
Asw,ρmin
0.005 375.000 399.289 452.389 4Φ12/125 0.0060 0.12
0.0015 112.500 399.289 452.389 4Φ12/125 0.0060 0.08
0.0035 262.500 399.289 452.389 4Φ12/125 0.0060 0.08
Asw,nec
0.005 375.000 342.550 452.389 4Φ12/125 0.0060 0.12
VEd<=VRd,c ρmin
Asw,ρmin (mm^2)
Asw,nec (mm2) As,ef (mm2) Φetr ρw ωmin
VEd<=VRd,c ρmin
Asw,ρmin (mm^2)
Asw,nec (mm^2) As,ef (mm^2) Φetr ρw ωmin
Asw,nec 0.0015 112.500 342.550 392.699 5Φ10/125 0.0052 0.08
0.0035 262.500 342.550 392.699 5Φ10/125 0.0052 0.08
Asw,ρmin
0.005 375.000 278.606 452.389 4Φ12/125 0.0060 0.12
0.0015 112.500 278.606 314.159 4Φ10/125 0.0042 0.08
0.0035 262.500 278.606 314.159 4Φ10/125 0.0042 0.08
Asw,ρmin
0.005 375.000 210.409 452.389 4Φ12/125 0.0060 0.12
0.0015 112.500 210.409 314.159 4Φ10/125 0.0042 0.08
0.0035 262.500 210.409 452.389 4Φ12/125 0.0060 0.08
Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv
Asw,nec
0.005 375.000 496.445 565.487 5Φ12/125 0.0075 0.12
0.0015 112.500 496.445 565.487 5Φ12/125 0.0075 0.08
0.0035 262.500 496.445 565.487 5Φ12/125 0.0075 0.08
Asw,ρmin
0.005 375.000 458.257 565.487 5Φ12/125 0.0075 0.12
0.0015 112.500 496.445 565.487 5Φ12/125 0.0075 0.08
0.0035 262.500 458.257 565.487 5Φ12/125 0.0075 0.08
Asw,ρmin
0.005 375.000 458.257 565.487 5Φ12/125 0.0075 0.12
0.0015 112.500 458.257 565.487 5Φ12/125 0.0075 0.08
0.0035 262.500 458.257 565.487 5Φ12/125 0.0075 0.08
Asw,nec
0.005 375.000 399.735 565.487 5Φ12/125 0.0075 0.12
0.0015 112.500 399.735 565.487 5Φ12/125 0.0075 0.08
0.0035 262.500 399.735 565.487 5Φ12/125 0.0075 0.08
Asw,nec
0.005 375.000 354.276 452.389 4Φ12/125 0.0060 0.12
0.0015 112.500 354.276 392.699 5Φ10/125 0.0052 0.08
0.0035 262.500 354.276 392.699 5Φ10/125 0.0052 0.08
Asw,nec
0.005 375.000 300.767 452.389 4Φ12/125 0.0060 0.12
0.0015 112.500 300.767 314.159 4Φ10/125 0.0042 0.08
0.0035 262.500 300.767 314.159 4Φ10/125 0.0042 0.08
Asw,nec
0.005 375.000 241.157 452.389 4Φ12/125 0.0060 0.12
0.0015 112.500 241.157 314.159 4Φ10/125 0.0042 0.08
0.0035 262.500 241.157 392.699 5Φ10/150 0.0052 0.08
Armare pe directie transversala a stalpului C-3 --> sens X pozitiv
Asw,nec
0.005 375.000 457.127 565.487 5Φ12/125 0.0075 0.12
0.0015 112.500 457.127 565.487 5Φ12/125 0.0075 0.08
0.0035 262.500 457.127 565.487 5Φ12/125 0.0075 0.08
Asw,ρmin
0.005 375.000 421.963 452.389 4Φ12/125 0.0060 0.12
0.0015 112.500 457.127 452.389 4Φ12/125 0.0060 0.08
VEd<=VRd,c ρmin
Asw,ρmin (mm^2)
Asw,nec (mm^2) As,ef (mm^2) Φetr ρw ωmin
VEd<=VRd,c ρmin
Asw,ρmin (mm^2)
Asw,nec (mm^2) As,ef (mm^2) Φetr ρw ωmin
Asw,ρmin
0.0035 262.500 421.963 452.389 4Φ12/125 0.0060 0.08
Asw,ρmin
0.005 375.000 421.963 452.389 4Φ12/125 0.0060 0.12
0.0015 112.500 421.963 452.389 4Φ12/125 0.0060 0.08
0.0035 262.500 421.963 452.389 4Φ12/125 0.0060 0.08
Asw,ρmin
0.005 375.000 369.706 452.389 4Φ12/125 0.0060 0.12
0.0015 112.500 369.706 452.389 4Φ12/125 0.0060 0.08
0.0035 262.500 369.706 452.389 4Φ12/125 0.0060 0.08
Asw,nec
0.005 375.000 329.827 392.699 5Φ10/150 0.0052 0.12
0.0015 112.500 329.827 392.699 5Φ10/125 0.0052 0.08
0.0035 262.500 329.827 392.699 5Φ10/125 0.0052 0.08
Asw,nec
0.005 375.000 277.031 392.699 5Φ10/150 0.0052 0.12
0.0015 112.500 277.031 314.159 4Φ10/125 0.0042 0.08
0.0035 262.500 277.031 314.159 4Φ10/125 0.0042 0.08
Armare pe directie transversala a stalpului D-3 --> sens X pozitiv
Asw,nec
0.005 375.000 454.101 565.487 5Φ12/125 0.0075 0.12
0.0015 112.500 454.101 565.487 5Φ12/125 0.0075 0.08
0.0035 262.500 454.101 565.487 5Φ12/125 0.0075 0.08
Asw,ρmin
0.005 375.000 419.170 452.389 4Φ12/125 0.0060 0.12
0.0015 112.500 454.101 452.389 4Φ12/125 0.0060 0.08
0.0035 262.500 419.170 452.389 4Φ12/125 0.0060 0.08
Asw,ρmin
0.005 375.000 419.170 452.389 4Φ12/125 0.0060 0.12
0.0015 112.500 419.170 452.389 4Φ12/125 0.0060 0.08
0.0035 262.500 419.170 452.389 4Φ12/125 0.0060 0.08
Asw,ρmin
0.005 375.000 362.980 452.389 4Φ12/125 0.0060 0.12
0.0015 112.500 362.980 452.389 4Φ12/125 0.0060 0.08
0.0035 262.500 362.980 452.389 4Φ12/125 0.0060 0.08
Asw,ρmin
0.005 375.000 319.498 392.699 5Φ10/150 0.0052 0.12
0.0015 112.500 319.498 392.699 5Φ10/125 0.0052 0.08
0.0035 262.500 319.498 392.699 5Φ10/125 0.0052 0.08
Asw,nec
0.005 375.000 260.944 392.699 5Φ10/150 0.0052 0.12
0.0015 112.500 260.944 314.159 4Φ10/125 0.0042 0.08
0.0035 262.500 260.944 314.159 4Φ10/125 0.0042 0.08
Armare pe directie transversala a stalpului E-3 --> sens X pozitiv
Asw,nec
0.005 468.750 382.840 565.487 5Φ12/125 0.0060 0.12
0.0015 140.625 382.840 452.389 4Φ12/125 0.0048 0.08
VEd<=VRd,c ρmin
Asw,ρmin (mm^2)
Asw,nec (mm^2) As,ef (mm^2) Φetr ρw ωmin
VEd<=VRd,c ρmin
Asw,ρmin (mm^2)
Asw,nec (mm^2) As,ef (mm^2) Φetr ρw ωmin
Asw,nec
0.0035 328.125 382.840 452.389 4Φ12/125 0.0048 0.08
Asw,ρmin
0.005 468.750 353.391 565.487 5Φ12/125 0.0060 0.12
0.0015 140.625 382.840 452.389 4Φ12/125 0.0048 0.08
0.0035 328.125 353.391 392.699 5Φ10/125 0.0042 0.08
Asw,ρmin
0.005 468.750 353.391 565.487 5Φ12/125 0.0060 0.12
0.0015 140.625 353.391 392.699 5Φ10/125 0.0042 0.08
0.0035 328.125 353.391 392.699 5Φ10/125 0.0042 0.08
Asw,ρmin
0.005 468.750 314.784 565.487 5Φ12/125 0.0060 0.12
0.0015 140.625 314.784 392.699 5Φ10/125 0.0042 0.08
0.0035 328.125 314.784 392.699 5Φ10/125 0.0042 0.08
Asw,nec
0.005 468.750 289.854 565.487 5Φ12/125 0.0060 0.12
0.0015 140.625 289.854 314.159 4Φ10/125 0.0034 0.08
0.0035 328.125 289.854 392.699 5Φ10/125 0.0042 0.08
Asw,ρmin
0.005 468.750 237.818 565.487 5Φ12/125 0.0060 0.12
0.0015 140.625 237.818 314.159 4Φ10/125 0.0034 0.08
0.0035 328.125 237.818 392.699 5Φ10/125 0.0042 0.08
Armare pe directie transversala a stalpului A-3 --> sens X pozitiv
0.39 550 500 DA DA 572.616 DA
0.39 550 500 DA DA 572.616 DA
0.39 550 500 DA DA 572.616 DA
0.39 551.5 501.5 DA DA 574.082 DA
0.39 550.5 501.5 DA DA 574.082 DA
0.39 550.5 501.5 DA DA 574.082 DA
0.39 550.5 501.5 DA DA 574.082 DA
0.39 550.5 501.5 DA DA 574.082 DA
0.39 550.5 501.5 DA DA 574.082 DA
0.31 551.5 501.5 DA DA 459.266 DA
0.31 551.5 501.5 DA DA 459.266 DA
0.31 551.5 501.5 DA DA 459.266 DA
0.31 551.5 501.5 DA DA 459.266 DA
0.27 551.5 502.5 DA DA 398.668 DA
0.27 552.5 502.5 DA DA 398.668 DA
0.31 551.5 501.5 DA DA 459.266 DA
0.21 552.5 502.5 DA DA 318.934 DA
0.21 552.5 502.5 DA DA 318.934 DA
0.31 551.5 501.5 DA DA 459.266 DA
0.21 552.5 502.5 DA DA 318.934 DA
0.27 552.5 502.5 DA DA 398.668 DA
Armare pe directie transversala a stalpului B-3 --> sens X pozitiv
0.40 503 503 DA DA 526.69 DA
0.40 503 503 DA DA 526.69 DA
0.40 503 503 DA DA 526.69 DA
0.40 503 503 DA DA 526.69 DA
0.40 502 503 DA DA 526.69 DA
0.40 502 503 DA DA 526.69 DA
0.40 502 503 DA DA 526.69 DA
0.40 502 503 DA DA 526.69 DA
0.40 502 503 DA DA 526.69 DA
0.32 503 503 DA DA 421.352 DA
0.32 503 503 DA DA 421.352 DA
0.32 503 503 DA DA 421.352 DA
0.32 503 503 DA DA 421.352 DA
ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin VRds (kN) VRd,s > VEd
ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin VRds (kN) VRd,s > VEd
0.28 503 504 DA DA 365.757 DA
0.28 504 504 DA DA 365.757 DA
0.32 503 503 DA DA 421.352 DA
0.22 504 504 DA DA 292.605 DA
0.22 504 504 DA DA 292.605 DA
0.32 503 503 DA DA 421.352 DA
0.22 504 504 DA DA 292.605 DA
0.32 504 504 DA DA 421.352 DA
Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv
0.40 503 503 DA DA 526.69 DA
0.40 503 503 DA DA 526.69 DA
0.40 503 503 DA DA 526.69 DA
0.40 503 503 DA DA 526.69 DA
0.40 502 503 DA DA 526.69 DA
0.40 502 503 DA DA 526.69 DA
0.40 502 503 DA DA 526.69 DA
0.40 502 503 DA DA 526.69 DA
0.40 502 503 DA DA 526.69 DA
0.40 503 503 DA DA 526.69 DA
0.40 503 503 DA DA 526.69 DA
0.40 503 503 DA DA 526.69 DA
0.32 503 503 DA DA 421.352 DA
0.28 503 504 DA DA 365.757 DA
0.28 504 504 DA DA 365.757 DA
0.32 503 503 DA DA 421.352 DA
0.22 504 504 DA DA 292.605 DA
0.22 504 504 DA DA 292.605 DA
0.32 503 503 DA DA 421.352 DA
0.22 504 504 DA DA 292.605 DA
0.28 504 504 DA DA 365.757 DA
Armare pe directie transversala a stalpului C-3 --> sens X pozitiv
0.40 503 503 DA DA 526.69 DA
0.40 503 503 DA DA 526.69 DA
0.40 503 503 DA DA 526.69 DA
0.32 503 503 DA DA 421.352 DA
0.32 502 503 DA DA 421.352 DA
ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin VRds (kN) VRd,s > VEd
ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin VRds (kN) VRd,s > VEd
0.32 502 503 DA DA 421.352 DA
0.32 502 503 DA DA 421.352 DA
0.32 502 503 DA DA 421.352 DA
0.32 502 503 DA DA 421.352 DA
0.32 503 503 DA DA 421.352 DA
0.32 503 503 DA DA 421.352 DA
0.32 503 503 DA DA 421.352 DA
0.28 503 503 DA DA 365.757 DA
0.28 503 504 DA DA 365.757 DA
0.28 504 504 DA DA 365.757 DA
0.28 503 503 DA DA 365.757 DA
0.22 504 504 DA DA 292.605 DA
0.22 504 504 DA DA 292.605 DA
Armare pe directie transversala a stalpului D-3 --> sens X pozitiv
0.40 503 503 DA DA 526.69 DA
0.40 503 503 DA DA 526.69 DA
0.40 503 503 DA DA 526.69 DA
0.32 503 503 DA DA 421.352 DA
0.32 502 503 DA DA 421.352 DA
0.32 502 503 DA DA 421.352 DA
0.32 502 503 DA DA 421.352 DA
0.32 502 503 DA DA 421.352 DA
0.32 502 503 DA DA 421.352 DA
0.32 503 503 DA DA 421.352 DA
0.32 503 503 DA DA 421.352 DA
0.32 503 503 DA DA 421.352 DA
0.28 503 503 DA DA 365.757 DA
0.28 503 504 DA DA 365.757 DA
0.28 504 504 DA DA 365.757 DA
0.28 503 503 DA DA 365.757 DA
0.22 504 504 DA DA 292.605 DA
0.22 504 504 DA DA 292.605 DA
Armare pe directie transversala a stalpului E-3 --> sens X pozitiv
0.36 650 500 DA DA 670.332 DA
0.29 650 500 DA DA 536.266 DA
ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin VRds (kN) VRd,s > VEd
ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin VRds (kN) VRd,s > VEd
0.29 650 500 DA DA 536.266 DA
0.36 650 500 DA DA 670.332 DA
0.29 649 500 DA DA 536.266 DA
0.25 649 500 DA DA 465.509 DA
0.36 649 500 DA DA 670.332 DA
0.25 649 500 DA DA 465.509 DA
0.25 649 500 DA DA 465.509 DA
0.36 650 500 DA DA 670.332 DA
0.25 650 500 DA DA 465.509 DA
0.25 650 500 DA DA 465.509 DA
0.36 650 500 DA DA 670.332 DA
0.20 650 501 DA DA 372.407 DA
0.25 651 501 DA DA 465.509 DA
0.36 650 500 DA DA 670.332 DA
0.20 651 501 DA DA 372.407 DA
0.25 651 501 DA DA 465.509 DA
Armare pe directie longitudinala a stalpului A-3 --> sens X negativ
Etaj γ Ω
1jos 1.3 2.675 195.2000 522.116 282.3800 981.894
sus 1.3 2.675 195.2000 522.116 65.8600 229.009
2jos 1.3 2.675 195.2000 522.116 187.5100 652.011
sus 1.3 2.771 188.4400 522.116 160.0600 576.528
3jos 1.3 2.771 188.4400 522.116 160.0600 576.528
sus 1.3 3.522 148.2500 522.116 178.7700 818.485
4jos 1.3 3.522 148.2500 522.116 123.0200 563.237
sus 1.3 3.806 100.0200 380.629 168.7900 835.036
5jos 1.3 3.806 100.0200 380.629 89.9500 445
sus 1.3 4.000 49.3200 380.629 137.9500 717.34
6jos 1.3 4.000 49.3200 380.629 60.5000 314.6
sus 1.3 4.000 36.2900 233.273 114.6200 596.024
7jos 1.3 4.000 36.2900 233.273 21.6100 112.372
sus 1.3 4.000 21.6000 233.273 60.9400 316.888
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului B-3 --> sens X negativ
Etaj γ Ω
1jos 1.3 1.314 367.6800 483.029 293.7000 501.592
sus 1.3 1.314 367.6800 483.029 134.5400 229.773
2jos 1.3 1.314 367.6800 483.029 246.8900 421.648
sus 1.3 1.202 402.0000 483.029 225.2800 351.895
3jos 1.3 1.202 402.0000 483.029 208.5400 325.747
sus 1.3 1.379 350.3900 483.029 235.0800 421.29
4jos 1.3 1.379 350.3900 483.029 172.2800 308.745
sus 1.3 1.328 282.9400 375.634 202.6400 349.735
5jos 1.3 1.328 282.9400 375.634 132.1900 228.146
sus 1.3 1.873 200.5100 375.634 158.8400 386.841
6jos 1.3 1.873 200.5100 375.634 80.5700 196.221
sus 1.3 2.408 103.9100 250.256 130.1300 407.425
7jos 1.3 2.408 103.9100 250.256 5.0000 15.655
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
7sus 1.3 4.000 53.6800 250.256 6.4600 33.592
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului 3-B --> sens Y negativ
Etaj γ Ω
1jos 1.3 1.169 403.2800 471.277 272.7300 414.329
sus 1.3 1.169 403.2800 471.277 129.0400 196.036
2jos 1.3 1.169 403.2800 471.277 226.5400 344.158
sus 1.3 1.043 451.9800 471.277 207.4700 281.226
3jos 1.3 1.043 451.9800 471.277 194.0900 263.089
sus 1.3 1.143 412.3100 471.277 207.1000 307.734
4jos 1.3 1.143 412.3100 471.277 169.2500 251.492
sus 1.3 1.138 340.8900 387.811 183.9200 272.006
5jos 1.3 1.138 340.8900 387.811 112.4200 166.262
sus 1.3 1.403 276.3400 387.811 143.2400 261.327
6jos 1.3 1.745 222.1900 387.811 68.3400 155.065
sus 1.3 1.290 222.1900 286.532 110.0200 184.444
7jos 1.3 1.290 222.1900 286.532 8.1000 13.579
sus 1.3 4.000 32.2300 286.532 2.9700 15.444
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului C-3 --> sens X negativ
Etaj γ Ω
1jos 1.3 1.193 363.8500 433.952 274.9300 426.27
sus 1.3 1.193 363.8500 433.952 103.9200 161.125
2jos 1.3 1.193 363.8500 433.952 207.1900 321.241
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
2sus 1.3 1.050 413.2000 433.952 186.9100 255.186
3jos 1.3 1.050 413.2000 433.952 181.8000 248.21
sus 1.3 1.160 374.1900 433.952 188.6900 284.474
4jos 1.3 1.160 374.1900 433.952 137.3800 207.117
sus 1.3 1.123 323.4000 363.146 168.6700 246.22
5jos 1.3 1.123 323.4000 363.146 84.4900 123.336
sus 1.3 1.402 259.0000 363.146 134.9500 245.979
6jos 1.3 1.402 259.0000 363.146 50.2000 91.502
sus 1.3 1.245 213.4300 265.741 93.4700 151.293
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului D-3 --> sens X negativ
Etaj γ Ω
1jos 1.3 1.220 353.4200 431.080 281.5800 446.49
sus 1.3 1.220 353.4200 431.080 114.3600 181.336
2jos 1.3 1.220 353.4200 431.080 217.3500 344.643
sus 1.3 1.051 410.0900 431.080 194.0100 265.122
3jos 1.3 1.051 410.0900 431.080 175.8500 240.306
sus 1.3 1.167 369.3800 431.080 192.4200 291.929
4jos 1.3 1.167 369.3800 431.080 140.3300 212.901
sus 1.3 1.114 316.0900 352.157 171.6100 248.549
5jos 1.3 1.114 316.0900 352.157 93.9400 136.056
sus 1.3 1.444 243.8100 352.157 132.1900 248.214
6jos 1.3 1.444 243.8100 352.157 52.5500 98.674
sus 1.3 1.371 175.6700 240.765 100.4500 178.974
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului E-3 --> sens X negativ
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
Etaj γ Ω
1jos 1.3 2.293 201.6800 462.549 254.6500 759.245sus 1.3 2.293 201.6800 462.549 55.6500 165.922
2jos 1.3 2.293 201.6800 462.549 78.8200 235.004sus 1.3 1.581 292.6500 462.549 61.7800 126.941
3jos 1.3 1.581 292.6500 462.549 40.4000 83.011sus 1.3 1.632 283.5100 462.549 62.9900 133.599
4jos 1.3 1.632 283.5100 462.549 7.2200 15.313sus 1.3 1.561 257.9400 402.608 51.0600 103.607
5jos 1.3 1.561 257.9400 402.608 10.0000 20.291sus 1.3 1.446 278.4400 402.608 53.9600 101.43
6jos 1.3 1.446 278.4400 402.608 69.7800 131.167sus 1.3 1.591 167.3700 266.241 36.6500 75.79
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Tabele centralizatoare armare longitudinală stâlpi Armare pe directie longitudinală a stalpului A-3 --> sens X negativ
Etaj Ω
1jos 2.675 195.2000 522.1162 282.3800 981.8941 433.188
sus 2.675 195.2000 522.1162 65.8600 229.0089 433.188
2jos 2.675 195.2000 522.1162 187.5100 652.0113 433.188
sus 2.771 188.4400 522.1162 160.0600 576.5278 433.188
3jos 2.771 188.4400 522.1162 160.0600 576.5278 433.188
sus 3.522 148.2500 522.1162 178.7700 818.4845 433.188
4jos 3.522 148.2500 522.1162 123.0200 563.2375 433.188
sus 3.806 100.0200 380.6291 168.7900 835.0360 433.188
5jos 3.806 100.0200 380.6291 89.9500 444.9996 433.188
sus 4.000 49.3200 380.6291 137.9500 717.3400 433.188
6jos 4.000 49.3200 380.6291 60.5000 314.6000 433.188
sus 4.000 36.2900 233.2727 114.6200 596.0240 433.188
7jos 4.000 36.2900 233.2727 21.6100 112.3720 433.188
sus 4.000 21.6000 233.2727 60.9400 316.8880 433.188
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
xb
Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)
Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinală a stalpului B-3 --> sens X negativ
Etaj Ω
1jos 1.314 367.6800 483.0293 293.7000 501.5922 397.681
sus 1.314 367.6800 483.0293 134.5400 229.7726 397.681
2jos 1.314 367.6800 483.0293 246.8900 421.6483 397.681
sus 1.202 402.0000 483.0293 225.2800 351.8953 397.681
3jos 1.202 402.0000 483.0293 208.5400 325.7468 397.681
sus 1.379 350.3900 483.0293 235.0800 421.2897 397.681
4jos 1.379 350.3900 483.0293 172.2800 308.7450 397.681
sus 1.328 282.9400 375.6340 202.6400 349.7349 397.681
5jos 1.328 282.9400 375.6340 132.1900 228.1458 397.681
sus 1.873 200.5100 375.6340 158.8400 386.8406 397.681
6jos 1.873 200.5100 375.6340 80.5700 196.2210 397.681
sus 2.408 103.9100 250.2561 130.1300 407.4255 397.681
7jos 2.408 103.9100 250.2561 5.0000 15.6546 397.681
sus 4.000 53.6800 250.2561 6.4600 33.5920 397.681
Armare pe directie longitudinală a stalpului 3-B --> sens Y negativ
Etaj Ω
1jos 1.169 403.2800 471.2766 272.7300 414.3291 397.681
sus 1.169 403.2800 471.2766 129.0400 196.0365 397.681
2jos 1.169 403.2800 471.2766 226.5400 344.1577 397.681
sus 1.043 451.9800 471.2766 207.4700 281.2259 397.681
3jos 1.043 451.9800 471.2766 194.0900 263.0893 397.681
sus 1.143 412.3100 471.2766 207.1000 307.7340 397.681
4jos 1.143 412.3100 471.2766 169.2500 251.4919 397.681
sus 1.138 340.8900 387.8108 183.9200 272.0056 397.681
5jos 1.138 340.8900 387.8108 112.4200 166.2618 397.681
sus 1.403 276.3400 387.8108 143.2400 261.3267 397.681
6jos 1.745 222.1900 387.8108 68.3400 155.0650 397.681
sus 1.290 222.1900 286.5321 110.0200 184.4437 397.681
7jos 1.290 222.1900 286.5321 8.1000 13.5793 397.681
sus 4.000 32.2300 286.5321 2.9700 15.4440 397.681
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
xb
Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)
Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
xb
Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)
Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinală a stalpului C-3 --> sens X negativ
Etaj Ω
1jos 1.193 363.8500 433.9521 274.9300 426.2701 397.681
sus 1.193 363.8500 433.9521 103.9200 161.1246 397.681
2jos 1.193 363.8500 433.9521 207.1900 321.2415 397.681
sus 1.050 413.2000 433.9521 186.9100 255.1863 397.681
3jos 1.050 413.2000 433.9521 181.8000 248.2097 397.681
sus 1.160 374.1900 433.9521 188.6900 284.4735 397.681
4jos 1.160 374.1900 433.9521 137.3800 207.1174 397.681
sus 1.123 323.4000 363.1461 168.6700 246.2196 397.681
5jos 1.123 323.4000 363.1461 84.4900 123.3361 397.681
sus 1.402 259.0000 363.1461 134.9500 245.9789 397.681
6jos 1.402 259.0000 363.1461 50.2000 91.5016 397.681
sus 1.245 213.4300 265.7410 93.4700 151.2930 397.681
Armare pe directie longitudinală a stalpului D-3 --> sens X negativ
Etaj Ω
1jos 1.220 353.4200 431.0799 281.5800 446.4901 397.681
sus 1.220 353.4200 431.0799 114.3600 181.3361 397.681
2jos 1.220 353.4200 431.0799 217.3500 344.6432 397.681
sus 1.051 410.0900 431.0799 194.0100 265.1222 397.681
3jos 1.051 410.0900 431.0799 175.8500 240.3058 397.681
sus 1.167 369.3800 431.0799 192.4200 291.9295 397.681
4jos 1.167 369.3800 431.0799 140.3300 212.9013 397.681
sus 1.114 316.0900 352.1568 171.6100 248.5486 397.681
5jos 1.114 316.0900 352.1568 93.9400 136.0565 397.681
sus 1.444 243.8100 352.1568 132.1900 248.2142 397.681
6jos 1.444 243.8100 352.1568 52.5500 98.6735 397.681
sus 1.371 175.6700 240.7654 100.4500 178.9739 397.681
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
xb
Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)
Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
xb
Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)
Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinală a stalpului E-3 --> sens X negativ
Etaj Ω
1jos 2.293 201.6800 462.5493 254.6500 759.2454 504.203
sus 2.293 201.6800 462.5493 55.6500 165.9219 504.203
2jos 2.293 201.6800 462.5493 78.8200 235.0038 504.203
sus 1.581 292.6500 462.5493 61.7800 126.9406 504.203
3jos 1.581 292.6500 462.5493 40.4000 83.0107 504.203
sus 1.632 283.5100 462.5493 62.9900 133.5994 504.203
4jos 1.632 283.5100 462.5493 7.2200 15.3133 504.203
sus 1.561 257.9400 402.6077 51.0600 103.6066 504.203
5jos 1.561 257.9400 402.6077 10.0000 20.2912 504.203
sus 1.446 278.4400 402.6077 53.9600 101.4298 504.203
6jos 1.446 278.4400 402.6077 69.7800 131.1670 504.203
sus 1.591 167.3700 266.2406 36.6500 75.7904 504.203
MEd grinzi (kNm)
MRb grinzi (kNm)
M'Ed,c stalpi (kNm)
MEd,c stalpi (kNm)
xb
Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)
Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului A-3 --> sens X negativ
b (mm) d (mm) η λx (mm) λ
650 570 610 40 13.333 300 1 234.803 0.8 67.58621
650 570 610 40 13.333 300 1 231.878 0.8 67.58621
650 570 610 40 13.333 300 1 195.655 0.8 67.58621
650 570 610 40 13.333 300 1 192.73 0.8 67.58621
650 570 610 40 13.333 300 1 155.114 0.8 67.58621
650 570 610 40 13.333 300 1 152.189 0.8 67.58621
650 570 610 40 13.333 300 1 116.14 0.8 67.58621
650 570 610 40 13.333 300 1 113.227 0.8 67.58621
650 570 610 40 13.333 300 1 79.903 0.8 67.58621
650 570 610 40 13.333 300 1 76.978 0.8 67.58621
650 570 610 40 13.333 300 1 47.01 0.8 67.58621
650 570 610 40 13.333 300 1 44.085 0.8 67.58621
650 570 610 40 13.333 300 1 15.891 0.8 67.58621
650 570 610 40 13.333 300 1 12.966 0.8 67.58621
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului B-3 --> sens X negativ
b (mm) d (mm) η λx (mm) λ
600 520 560 40 13.333 300 1 240.02 0.8 67.58621
600 520 560 40 13.333 300 1 237.095 0.8 67.58621
600 520 560 40 13.333 300 1 202.844 0.8 67.58621
600 520 560 40 13.333 300 1 199.919 0.8 67.58621
600 520 560 40 13.333 300 1 166.966 0.8 67.58621
600 520 560 40 13.333 300 1 164.166 0.8 67.58621
600 520 560 40 13.333 300 1 130.804 0.8 67.58621
600 520 560 40 13.333 300 1 127.879 0.8 67.58621
600 520 560 40 13.333 300 1 93.831 0.8 67.58621
600 520 560 40 13.333 300 1 90.894 0.8 67.58621
600 520 560 40 13.333 300 1 55.766 0.8 67.58621
600 520 560 40 13.333 300 1 52.841 0.8 67.58621
600 520 560 40 13.333 300 1 11.948 0.8 67.58621
ds (mm) as (mm)fcd
(N/mm2)fyd
(N/mm2)xlim (mm)
ds (mm) as (mm)fcd
(N/mm2)fyd
(N/mm2)xlim (mm)
600 520 560 40 13.333 300 1 8.975 0.8 67.58621
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului 3-B --> sens Y negativ
b (mm) d (mm) η λx (mm) λ
600 520 560 40 13.333 300 1 254.918 0.8 67.58621
600 520 560 40 13.333 300 1 251.993 0.8 67.58621
600 520 560 40 13.333 300 1 214.4 0.8 67.58621
600 520 560 40 13.333 300 1 211.475 0.8 67.58621
600 520 560 40 13.333 300 1 174.834 0.8 67.58621
600 520 560 40 13.333 300 1 171.909 0.8 67.58621
600 520 560 40 13.333 300 1 135.489 0.8 67.58621
600 520 560 40 13.333 300 1 132.564 0.8 67.58621
600 520 560 40 13.333 300 1 96.078 0.8 67.58621
600 520 560 40 13.333 300 1 93.153 0.8 67.58621
600 520 560 40 13.333 300 1 56.534 0.8 67.58621
600 520 560 40 13.333 300 1 53.609 0.8 67.58621
600 520 560 40 13.333 300 1 11.965 0.8 67.58621
600 520 560 40 13.333 300 1 9.165 0.8 67.58621
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului C-3 --> sens X negativ
b (mm) d (mm) η λx (mm) λ
600 520 560 40 13.333 300 1 257.736 0.8 67.58621
600 520 560 40 13.333 300 1 254.811 0.8 67.58621
600 520 560 40 13.333 300 1 214.96 0.8 67.58621
ds (mm) as (mm)fcd
(N/mm2)fyd
(N/mm2)xlim (mm)
ds (mm) as (mm)fcd
(N/mm2)fyd
(N/mm2)xlim (mm)
600 520 560 40 13.333 300 1 212.035 0.8 67.58621
600 520 560 40 13.333 300 1 172.518 0.8 67.58621
600 520 560 40 13.333 300 1 169.593 0.8 67.58621
600 520 560 40 13.333 300 1 130.401 0.8 67.58621
600 520 560 40 13.333 300 1 127.476 0.8 67.58621
600 520 560 40 13.333 300 1 88.589 0.8 67.58621
600 520 560 40 13.333 300 1 85.664 0.8 67.58621
600 520 560 40 13.333 300 1 47.228 0.8 67.58621
600 520 560 40 13.333 300 1 44.303 0.8 67.58621
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului D-3 --> sens X negativ
b (mm) d (mm) η λx (mm) λ
600 520 560 40 13.333 300 1 250.113 0.8 67.58621
600 520 560 40 13.333 300 1 247.188 0.8 67.58621
600 520 560 40 13.333 300 1 208.354 0.8 67.58621
600 520 560 40 13.333 300 1 205.429 0.8 67.58621
600 520 560 40 13.333 300 1 167.585 0.8 67.58621
600 520 560 40 13.333 300 1 164.66 0.8 67.58621
600 520 560 40 13.333 300 1 127.135 0.8 67.58621
600 520 560 40 13.333 300 1 124.21 0.8 67.58621
600 520 560 40 13.333 300 1 86.809 0.8 67.58621
600 520 560 40 13.333 300 1 83.884 0.8 67.58621
600 520 560 40 13.333 300 1 46.81 0.8 67.58621
600 520 560 40 13.333 300 1 42.635 0.8 67.58621
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)
daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului E-3 --> sens X negativ
ds (mm) as (mm)fcd
(N/mm2)fyd
(N/mm2)xlim (mm)
b (mm) d (mm) η λx (mm) λ
750 670 710 40 13.333 300 1 134.096 0.8 67.58621750 670 710 40 13.333 300 1 131.171 0.8 67.58621750 670 710 40 13.333 300 1 114.21 0.8 67.58621750 670 710 40 13.333 300 1 111.285 0.8 67.58621750 670 710 40 13.333 300 1 94.913 0.8 67.58621750 670 710 40 13.333 300 1 91.988 0.8 67.58621750 670 710 40 13.333 300 1 74.764 0.8 67.58621750 670 710 40 13.333 300 1 71.839 0.8 67.58621750 670 710 40 13.333 300 1 53.192 0.8 67.58621750 670 710 40 13.333 300 1 50.267 0.8 67.58621750 670 710 40 13.333 300 1 29.862 0.8 67.58621750 670 710 40 13.333 300 1 26.937 0.8 67.58621
daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)
Tabele centralizatoare armare longitudinală stâlpi Armare pe directie longitudinală a stalpului A-3 --> sens X negativ
293.504 OK DA ### ### 3694.513 6Φ28/latura ###
289.848 OK DA ### ### 2100.9402Φ20+3Φ25/latura762.13686
244.569 OK DA ### ### 2100.9402Φ20+3Φ25/latura729.16593
240.913 OK DA ### ### 2100.9402Φ20+3Φ25/latura726.00732
193.892 OK DA ### ### 2100.9402Φ20+3Φ25/latura678.77793
190.236 OK DA ### ### 2607.5222Φ22+3Φ28/latura760.06416
145.175 OK DA ### ### 2100.9402Φ20+3Φ25/latura616.90995
141.534 OK DA ### 981.30000 3694.513 6Φ28/latura 880.63040
99.878 OK DA ### 692.49000 2100.9402Φ20+3Φ25/latura547.57443
96.222 OK DA ### 667.14000 3078.761 5Φ28/latura 706.46344
58.762 OK NU ### 407.42000 2100.9402Φ20+3Φ25/latura474.78558
55.106 OK NU ### 382.07000 2607.5222Φ22+3Φ28/latura553.33139
19.863 OK NU ### 137.72000 2100.9402Φ20+3Φ25/latura397.28925
16.207 OK NU ### 112.37000 2100.9402Φ20+3Φ25/latura389.57360
ds (mm) as (mm)fcd
(N/mm2)fyd
(N/mm2)xlim (mm)
xef xb>xefcondiție armare
As,min (mm2)
Ned (kN) As,ef (mm2) As,efMRc,stalpi
(kNm)
yd*ds)
*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinală a stalpului B-3 --> sens X negativ
300.025 OK DA ### ### 1702.7433Φ20+2Φ22/latura595.44410
296.369 OK DA ### ### 1702.7433Φ20+2Φ22/latura594.15158
253.555 OK DA ### ### 1702.7433Φ20+2Φ22/latura573.92314
249.898 OK DA ### ### 1702.7433Φ20+2Φ22/latura571.76071
208.708 OK DA ### ### 1702.7433Φ20+2Φ22/latura542.67008
205.208 OK DA ### ### 1702.7433Φ20+2Φ22/latura539.79780
163.505 OK DA ### ### 1702.7433Φ20+2Φ22/latura500.74817
159.848 OK DA ### ### 1702.7433Φ20+2Φ22/latura496.89999
117.289 OK DA ### 750.65000 1702.7433Φ20+2Φ22/latura447.07131
113.617 OK DA ### 727.15000 1702.7433Φ20+2Φ22/latura442.33769
69.708 OK DA ### 446.13000 1702.7433Φ20+2Φ22/latura380.38315
66.052 OK NU ### 422.73000 1900.664 5Φ22/latura 405.20423
14.934 OK NU ### 95.58000 1702.7433Φ20+2Φ22/latura289.26251
11.219 OK NU ### 71.80000 1702.7433Φ20+2Φ22/latura282.52488
Armare pe directie longitudinală a stalpului 3-B --> sens Y negativ
318.647 OK DA ### ### 1702.7433Φ20+2Φ22/latura600.96503
314.991 OK DA ### ### 1702.7433Φ20+2Φ22/latura600.02112
268 OK DA ### ### 1702.7433Φ20+2Φ22/latura581.79722
264.344 OK DA ### ### 1702.7433Φ20+2Φ22/latura579.90520
218.542 OK DA ### ### 1702.7433Φ20+2Φ22/latura550.40497
214.886 OK DA ### ### 1702.7433Φ20+2Φ22/latura547.58710
169.361 OK DA ### ### 1702.7433Φ20+2Φ22/latura506.76921
165.705 OK DA ### ### 1702.7433Φ20+2Φ22/latura503.03067
120.097 OK DA ### 768.62000 1702.7433Φ20+2Φ22/latura450.64444
116.441 OK DA ### 745.22000 1702.7433Φ20+2Φ22/latura445.98368
70.667 OK DA ### 452.27000 1702.7433Φ20+2Φ22/latura381.84228
67.011 OK NU ### 428.87000 1702.7433Φ20+2Φ22/latura376.25619
14.956 OK NU ### 95.72000 1702.7433Φ20+2Φ22/latura289.30196
11.456 OK NU ### 73.32000 1702.7433Φ20+2Φ22/latura282.95765
xef xb>xefcondiție armare
As,min (mm2)
Ned (kN) As,ef (mm2) As,efMRc,stalpi
(kNm)
yd*ds)
*(d-λx/2))/(fyd*ds)
xef xb>xefcondiție armare
As,min (mm2)
Ned (kN) As,ef (mm2) As,efMRc,stalpi
(kNm)
yd*ds)
*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinală a stalpului C-3 --> sens X negativ
322.17 OK DA ### ### 1702.7433Φ20+2Φ22/latura601.80990
318.514 OK DA ### ### 1702.7433Φ20+2Φ22/latura600.93194
268.7 OK DA ### ### 1702.7433Φ20+2Φ22/latura582.15165
265.044 OK DA ### ### 1702.7433Φ20+2Φ22/latura580.27273
215.647 OK DA ### ### 1702.7433Φ20+2Φ22/latura548.17920
211.991 OK DA ### ### 1702.7433Φ20+2Φ22/latura545.30712
163.002 OK DA ### ### 1702.7433Φ20+2Φ22/latura500.22269
159.345 OK DA ### ### 1702.7433Φ20+2Φ22/latura496.36510
110.736 OK DA ### 708.71000 1702.7433Φ20+2Φ22/latura438.57498
107.08 OK DA ### 685.31000 1702.7433Φ20+2Φ22/latura433.73897
59.034 OK NU ### 377.82000 1702.7433Φ20+2Φ22/latura363.83190
55.378 OK NU ### 354.42000 1702.7433Φ20+2Φ22/latura358.02804
Armare pe directie longitudinală a stalpului D-3 --> sens X negativ
312.641 OK DA ### ### 1702.7433Φ20+2Φ22/latura599.37830
308.984 OK DA ### ### 1702.7433Φ20+2Φ22/latura598.32195
260.442 OK DA ### ### 1702.7433Φ20+2Φ22/latura577.81075
256.786 OK DA ### ### 1702.7433Φ20+2Φ22/latura575.77725
209.481 OK DA ### ### 1702.7433Φ20+2Φ22/latura543.29634
205.825 OK DA ### ### 1702.7433Φ20+2Φ22/latura540.30885
158.919 OK DA ### ### 1702.7433Φ20+2Φ22/latura495.91059
155.263 OK DA ### 993.68000 1702.7433Φ20+2Φ22/latura491.97657
108.511 OK DA ### 694.47000 1702.7433Φ20+2Φ22/latura435.64019
104.855 OK DA ### 671.07000 1702.7433Φ20+2Φ22/latura430.76254
58.513 OK NU ### 374.48000 1702.7433Φ20+2Φ22/latura363.00767
53.294 OK NU ### 341.08000 1702.7433Φ20+2Φ22/latura354.68871
xef xb>xefcondiție armare
As,min (mm2)
Ned (kN) As,ef (mm2) As,efMRc,stalpi
(kNm)
yd*ds)
*(d-λx/2))/(fyd*ds)
xef xb>xefcondiție armare
As,min (mm2)
Ned (kN) As,ef (mm2) As,efMRc,stalpi
(kNm)
yd*ds)
*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinală a stalpului E-3 --> sens X negativ
167.62 OK DA ### ### 2829.0042Φ25+3Φ28/latura966.81953
163.964 OK DA ### ### 2829.0042Φ25+3Φ28/latura959.91186
142.763 OK DA ### ### 2829.0042Φ25+3Φ28/latura918.17040
139.106 OK DA ### ### 2829.0042Φ25+3Φ28/latura910.68107
118.641 OK DA ### 949.13000 2829.0042Φ25+3Φ28/latura867.18163
114.985 OK DA ### 919.88000 2829.0042Φ25+3Φ28/latura859.12786
93.455 OK DA ### 747.64000 2829.0042Φ25+3Φ28/latura809.96762
89.799 OK DA ### 718.39000 2829.0042Φ25+3Φ28/latura801.32449
66.49 OK NU ### 531.92000 2829.0042Φ25+3Φ28/latura744.21290
62.834 OK NU ### 502.67000 2829.0042Φ25+3Φ28/latura734.93879
37.327 OK NU ### 298.62000 2829.0042Φ25+3Φ28/latura667.86172
33.671 OK NU ### 269.37000 2829.0042Φ25+3Φ28/latura657.90521
xef xb>xefcondiție armare
As,min (mm2)
Ned (kN) As,ef (mm2) As,efMRc,stalpi
(kNm)
yd*ds)
*(d-λx/2))/(fyd*ds)
Armare pe directie longitudinala a stalpului A-3 --> sens X negativ
433.188 293.504 OK DA ### 2100.940 2Φ20+3Φ25/latura 2034.9600
433.188 289.848 OK DA ### 2100.940 2Φ20+3Φ25/latura 2009.6100
433.188 244.569 OK DA ### 2100.940 2Φ20+3Φ25/latura 1695.6800
433.188 240.913 OK DA ### 2100.940 2Φ20+3Φ25/latura 1670.3300
433.188 193.892 OK DA ### 2100.940 2Φ20+3Φ25/latura 1344.3200
433.188 190.236 OK DA ### 2100.940 2Φ20+3Φ25/latura 1318.9700
433.188 145.175 OK DA ### 2100.940 2Φ20+3Φ25/latura 1006.5500
433.188 141.534 OK DA ### 2100.940 2Φ20+3Φ25/latura 981.3000
433.188 99.878 OK DA ### 2100.940 2Φ20+3Φ25/latura 692.4900
433.188 96.222 OK DA ### 2100.940 2Φ20+3Φ25/latura 667.1400
433.188 58.762 OK NU ### 2100.940 2Φ20+3Φ25/latura 407.4200
433.188 55.106 OK NU ### 2100.940 2Φ20+3Φ25/latura 382.0700
433.188 19.863 OK NU ### 2100.940 2Φ20+3Φ25/latura 137.7200
433.188 16.207 OK NU ### 2100.940 2Φ20+3Φ25/latura 112.3700
Armare pe directie longitudinala a stalpului B-3 --> sens X negativ
397.681 300.025 OK DA ### 1702.743 3Φ20+2Φ22/latura 1920.1600
397.681 296.369 OK DA ### 1702.743 3Φ20+2Φ22/latura 1896.7600
397.681 253.555 OK DA ### 1702.743 3Φ20+2Φ22/latura 1622.7500
397.681 249.898 OK DA ### 1702.743 3Φ20+2Φ22/latura 1599.3500
397.681 208.708 OK DA ### 1702.743 3Φ20+2Φ22/latura 1335.7300
397.681 205.208 OK DA ### 1702.743 3Φ20+2Φ22/latura 1313.3300
397.681 163.505 OK DA ### 1702.743 3Φ20+2Φ22/latura 1046.4300
397.681 159.848 OK DA ### 1702.743 3Φ20+2Φ22/latura 1023.0300
397.681 117.289 OK DA ### 1702.743 3Φ20+2Φ22/latura 750.6500
397.681 113.617 OK DA ### 1702.743 3Φ20+2Φ22/latura 727.1500
397.681 69.708 OK DA ### 1702.743 3Φ20+2Φ22/latura 446.1300
397.681 66.052 OK NU ### 1702.743 3Φ20+2Φ22/latura 422.7300
397.681 14.934 OK NU ### 1702.743 3Φ20+2Φ22/latura 95.5800
xb xef xb>xefconditie armare
As,min (mm2)
As,min,ef As,min,ef Ned (kN)
xb xef xb>xefconditie armare
As,min (mm2)
As,min,ef As,min,ef Ned (kN)
397.681 11.219 OK NU ### 1702.743 3Φ20+2Φ22/latura 71.8000
Armare pe directie longitudinala a stalpului 3-B --> sens Y negativ
397.681 318.647 OK DA ### 1702.743 3Φ20+2Φ22/latura 2039.3400
397.681 314.991 OK DA ### 1702.743 3Φ20+2Φ22/latura 2015.9400
397.681 268 OK DA ### 1702.743 3Φ20+2Φ22/latura 1715.2000
397.681 264.344 OK DA ### 1702.743 3Φ20+2Φ22/latura 1691.8000
397.681 218.542 OK DA ### 1702.743 3Φ20+2Φ22/latura 1398.6700
397.681 214.886 OK DA ### 1702.743 3Φ20+2Φ22/latura 1375.2700
397.681 169.361 OK DA ### 1702.743 3Φ20+2Φ22/latura 1083.9100
397.681 165.705 OK DA ### 1702.743 3Φ20+2Φ22/latura 1060.5100
397.681 120.097 OK DA ### 1702.743 3Φ20+2Φ22/latura 768.6200
397.681 116.441 OK DA ### 1702.743 3Φ20+2Φ22/latura 745.2200
397.681 70.667 OK DA ### 1702.743 3Φ20+2Φ22/latura 452.2700
397.681 67.011 OK NU ### 1702.743 3Φ20+2Φ22/latura 428.8700
397.681 14.956 OK NU ### 1702.743 3Φ20+2Φ22/latura 95.7200
397.681 11.456 OK NU ### 1702.743 3Φ20+2Φ22/latura 73.3200
Armare pe directie longitudinala a stalpului C-3 --> sens X negativ
397.681 322.17 OK DA ### 1702.743 3Φ20+2Φ22/latura 2061.8900
397.681 318.514 OK DA ### 1702.743 3Φ20+2Φ22/latura 2038.4900
397.681 268.7 OK DA ### 1702.743 3Φ20+2Φ22/latura 1719.6800
xb xef xb>xefconditie armare
As,min (mm2)
As,min,ef As,min,ef Ned (kN)
xb xef xb>xefconditie armare
As,min (mm2)
As,min,ef As,min,ef Ned (kN)
397.681 265.044 OK DA ### 1702.743 3Φ20+2Φ22/latura 1696.2800
397.681 215.647 OK DA ### 1702.743 3Φ20+2Φ22/latura 1380.1400
397.681 211.991 OK DA ### 1702.743 3Φ20+2Φ22/latura 1356.7400
397.681 163.002 OK DA ### 1702.743 3Φ20+2Φ22/latura 1043.2100
397.681 159.345 OK DA ### 1702.743 3Φ20+2Φ22/latura 1019.8100
397.681 110.736 OK DA ### 1702.743 3Φ20+2Φ22/latura 708.7100
397.681 107.08 OK DA ### 1702.743 3Φ20+2Φ22/latura 685.3100
397.681 59.034 OK NU ### 1702.743 3Φ20+2Φ22/latura 377.8200
397.681 55.378 OK NU ### 1702.743 3Φ20+2Φ22/latura 354.4200
Armare pe directie longitudinala a stalpului D-3 --> sens X negativ
397.681 312.641 OK DA ### 1702.743 3Φ20+2Φ22/latura 2000.9000
397.681 308.984 OK DA ### 1702.743 3Φ20+2Φ22/latura 1977.5000
397.681 260.442 OK DA ### 1702.743 3Φ20+2Φ22/latura 1666.8300
397.681 256.786 OK DA ### 1702.743 3Φ20+2Φ22/latura 1643.4300
397.681 209.481 OK DA ### 1702.743 3Φ20+2Φ22/latura 1340.6800
397.681 205.825 OK DA ### 1702.743 3Φ20+2Φ22/latura 1317.2800
397.681 158.919 OK DA ### 1702.743 3Φ20+2Φ22/latura 1017.0800
397.681 155.263 OK DA ### 1702.743 3Φ20+2Φ22/latura 993.6800
397.681 108.511 OK DA ### 1702.743 3Φ20+2Φ22/latura 694.4700
397.681 104.855 OK DA ### 1702.743 3Φ20+2Φ22/latura 671.0700
397.681 58.513 OK NU ### 1702.743 3Φ20+2Φ22/latura 374.4800
397.681 53.294 OK NU ### 1702.743 3Φ20+2Φ22/latura 341.0800
Armare pe directie longitudinala a stalpului E-3 --> sens X negativ
xb xef xb>xefconditie armare
As,min (mm2)
As,min,ef As,min,ef Ned (kN)
504.203 167.62 OK DA ### 2829.004 2Φ25+3Φ28/latura 1340.9600504.203 163.964 OK DA ### 2829.004 2Φ25+3Φ28/latura 1311.7100504.203 142.763 OK DA ### 2829.004 2Φ25+3Φ28/latura 1142.1000504.203 139.106 OK DA ### 2829.004 2Φ25+3Φ28/latura 1112.8500504.203 118.641 OK DA ### 2829.004 2Φ25+3Φ28/latura 949.1300504.203 114.985 OK DA ### 2829.004 2Φ25+3Φ28/latura 919.8800504.203 93.455 OK DA ### 2829.004 2Φ25+3Φ28/latura 747.6400504.203 89.799 OK DA ### 2829.004 2Φ25+3Φ28/latura 718.3900504.203 66.49 OK NU ### 2829.004 2Φ25+3Φ28/latura 531.9200504.203 62.834 OK NU ### 2829.004 2Φ25+3Φ28/latura 502.6700504.203 37.327 OK NU ### 2829.004 2Φ25+3Φ28/latura 298.6200504.203 33.671 OK NU ### 2829.004 2Φ25+3Φ28/latura 269.3700
Tabele centralizatoare armare longitudinală stâlpi Armare pe directie transversală a stalpului A-3 --> sens X negativ
Etaj
1
zona cr I 125 1033.177 522.116 781.223
zona curentă 125 1795.314 1044.232
zona cr II 125 762.137 522.116 576.279
2
zona cr I 125 729.166 522.116 627.899
zona curentă 125 1455.173 1044.232
zona cr II 125 726.007 522.116 625.179
3
zona cr I 125 678.778 522.116 591.144
zona curentă 125 1438.842 1044.232
zona cr II 125 760.064 522.116 661.935
4
zona cr I 125 616.91 522.116 485.336
zona curentă 125 1376.974 902.745
zona cr II 125 880.63 380.629 692.81
5
zona cr I 125 547.574 380.629 350.24
zona curentă 125 1428.205 761.258
zona cr II 125 706.463 380.629 451.869
6
zona cr I 125 474.786 380.629 296.098
zona curentă 125 1181.249 613.902
zona cr II 125 553.331 233.273 345.083
7
zona cr I 125 397.289 233.273 233.978
zona curentă 125 950.621 466.545
zona cr II 125 389.574 233.273 229.434
xb xef xb>xefconditie armare
As,min (mm2)
As,min,ef As,min,ef Ned (kN)
s max etr (mm)
MRc, talpi
(kNm)MRb, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi (kNm)Mdc,stalpi
(kNm)
Armare pe directie transversală a stalpului B-3 --> sens X negativ
Etaj
1
zona cr I 125 595.444 483.029 628.62
zona curentă 125 1189.596 966.059
zona cr II 125 594.152 483.029 627.256
2
zona cr I 125 573.923 483.029 580.729
zona curentă 125 1145.684 966.059
zona cr II 125 571.761 483.029 578.541
3
zona cr I 125 542.67 483.029 581.173
zona curentă 125 1082.468 966.059
zona cr II 125 539.798 483.029 578.097
4
zona cr I 125 500.748 483.029 495.864
zona curentă 125 1040.546 858.663
zona cr II 125 496.9 375.634 492.053
5
zona cr I 125 447.071 375.634 426.967
zona curentă 125 943.971 751.268
zona cr II 125 442.338 375.634 422.446
6
zona cr I 125 380.383 375.634 347.255
zona curentă 125 822.721 625.89
zona cr II 125 405.204 250.256 369.914
7
zona cr I 125 289.263 250.256 250.171
zona curentă 125 694.467 500.512
zona cr II 125 282.525 250.256 244.344
Armare pe directie transversală a stalpului 3-B --> sens X negativ
Etaj
1
zona cr I 125 600.965 471.277 613.141
zona curentă 125 1200.986 942.553
zona cr II 125 600.021 471.277 612.178
2
zona cr I 125 581.797 471.277 566.453
zona curentă 125 1161.702 942.553
zona cr II 125 579.905 471.277 564.611
3
zona cr I 125 550.405 471.277 566.983
zona curentă 125 1097.992 942.553
zona cr II 125 547.587 471.277 564.081
4
zona cr I 125 506.769 471.277 495.497
zona curentă 125 1054.356 859.087
zona cr II 125 503.031 387.811 491.842
5
zona cr I 125 450.644 387.811 439.81
zona curentă 125 953.675 775.622
zona cr II 125 445.984 387.811 435.261
6
zona cr I 125 381.842 387.811 373.256
zona curentă 125 827.826 674.343
s max etr (mm)
MRc, talpi
(kNm)MRb, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi (kNm)Mdc,stalpi
(kNm)
s max etr (mm)
MRc, talpi
(kNm)MRb, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi (kNm)Mdc,stalpi
(kNm)
6
zona cr II 125 376.256 286.532 367.796
7
zona cr I 125 289.302 286.532 298.917
zona curentă 125 665.558 573.064
zona cr II 125 282.958 286.532 292.361
Armare pe directie transversală a stalpului C-3 --> sens X negativ
Etaj
1
zona cr I 125 601.81 433.952 564.55
zona curentă 125 1202.742 867.904
zona cr II 125 600.932 433.952 563.726
2
zona cr I 125 582.152 433.952 521.584
zona curentă 125 1162.424 867.904
zona cr II 125 580.273 433.952 519.901
3
zona cr I 125 548.179 433.952 522.11
zona curentă 125 1093.486 867.904
zona cr II 125 545.307 433.952 519.375
4
zona cr I 125 500.223 433.952 457.636
zona curentă 125 1045.53 797.098
zona cr II 125 496.365 363.146 454.107
5
zona cr I 125 438.575 363.146 408.839
zona curentă 125 934.94 726.292
zona cr II 125 433.739 363.146 404.331
6
zona cr I 125 363.832 363.146 344.259
zona curentă 125 797.571 628.887
zona cr II 125 358.028 265.741 338.767
Armare pe directie transversală a stalpului D-3 --> sens X negativ
Etaj
1
zona cr I 125 599.378 431.08 560.898
zona curentă 125 1197.7 862.16
zona cr II 125 598.322 431.08 559.91
2
zona cr I 125 577.811 431.08 518.208
zona curentă 125 1153.588 862.16
zona cr II 125 575.777 431.08 516.384
3
zona cr I 125 543.296 431.08 518.722
zona curentă 125 1083.605 862.16
zona cr II 125 540.309 431.08 515.87
4
zona cr I 125 495.911 431.08 449.807
zona curentă 125 1036.219 783.237
zona cr II 125 491.977 352.157 446.238
5
zona cr I 125 435.64 352.157 396.923
zona curentă 125 927.617 704.314
zona cr II 125 430.763 352.157 392.479
6
zona cr I 125 363.008 352.157 325.387
s max etr (mm)
MRc, talpi
(kNm)MRb, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi (kNm)Mdc,stalpi
(kNm)
s max etr (mm)
MRc, talpi
(kNm)MRb, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi (kNm)Mdc,stalpi
(kNm)
6 zona curentă 125 793.77 592.922
zona cr II 125 354.689 240.765 317.93
Armare pe directie transversală a stalpului E-3 --> sens X negativ
Etaj
1
zona cr I 125 966.82 462.549 603.47
zona curentă 125 1926.731 925.099
zona cr II 125 959.912 462.549 599.158
2
zona cr I 125 918.17 462.549 557.332
zona curentă 125 1828.851 925.099
zona cr II 125 910.681 462.549 552.786
3
zona cr I 125 867.182 462.549 557.649
zona curentă 125 1726.309 925.099
zona cr II 125 859.128 462.549 552.47
4
zona cr I 125 809.968 462.549 503.805
zona curentă 125 1669.095 865.157
zona cr II 125 801.324 402.608 498.429
5
zona cr I 125 744.213 402.608 465.276
zona curentă 125 1545.537 805.215
zona cr II 125 734.939 402.608 459.478
6
zona cr I 125 667.862 402.608 382.12
zona curentă 125 1402.801 668.848
zona cr II 125 657.905 266.241 376.423
s max etr (mm)
MRc, talpi
(kNm)MRb, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi (kNm)Mdc,stalpi
(kNm)
Armare pe directie longitudinala a stalpului A-3 --> sens X negativ
3271.576 3694.513 6Φ28/latura 1033.177 DA 562.413793
-1117.673 2100.940 2Φ20+3Φ25/latura 762.137 DA 562.413793
1560.233 2100.940 2Φ20+3Φ25/latura 729.166 DA 562.413793
1138.2 2100.940 2Φ20+3Φ25/latura 726.007 DA 562.413793
1426.229 2100.940 2Φ20+3Φ25/latura 678.778 DA 562.413793
2866.582 2607.522 2Φ22+3Φ28/latura 760.064 DA 562.413793
1722.569 2100.940 2Φ20+3Φ25/latura 616.91 DA 562.413793
3343.089 3694.513 6Φ28/latura 880.63 DA 562.413793
1447.99 2100.940 2Φ20+3Φ25/latura 547.574 DA 562.413793
3077.175 3078.761 5Φ28/latura 706.463 DA 562.413793
1113.081 2100.940 2Φ20+3Φ25/latura 474.786 DA 562.413793
2804.051 2607.522 2Φ22+3Φ28/latura 553.331 DA 562.413793
411.505 2100.940 2Φ20+3Φ25/latura 397.289 DA 562.413793
1652.72 2100.940 2Φ20+3Φ25/latura 389.574 DA 562.413793
Armare pe directie longitudinala a stalpului B-3 --> sens X negativ
999.888 1702.743 3Φ20+2Φ22/latura 595.444 DA 512.413793
-733.328 1702.743 3Φ20+2Φ22/latura 594.152 DA 512.413793
637.215 1702.743 3Φ20+2Φ22/latura 573.923 DA 512.413793
204.874 1702.743 3Φ20+2Φ22/latura 571.761 DA 512.413793
234.222 1702.743 3Φ20+2Φ22/latura 542.67 DA 512.413793
865.98 1702.743 3Φ20+2Φ22/latura 539.798 DA 512.413793
405.478 1702.743 3Φ20+2Φ22/latura 500.748 DA 512.413793
693.832 1702.743 3Φ20+2Φ22/latura 496.9 DA 512.413793
244.667 1702.743 3Φ20+2Φ22/latura 447.071 DA 512.413793
1293.22 1702.743 3Φ20+2Φ22/latura 442.338 DA 512.413793
479.625 1702.743 3Φ20+2Φ22/latura 380.383 DA 512.413793
1852.955 1900.664 5Φ22/latura 405.204 DA 512.413793
-71.204 1702.743 3Φ20+2Φ22/latura 289.263 DA 512.413793
As,min,nec (mm2)
As,ef (mm2) As,ef MRc,stalpi (kNm) ∑MRc,stalpi>=1.3*∑MRb,grinzihs final (mm)
As,min,nec (mm2)
As,ef (mm2) As,ef MRc,stalpi (kNm) ∑MRc,stalpi>=1.3*∑MRb,grinzihs final (mm)
86.462 1702.743 3Φ20+2Φ22/latura 282.525 DA 512.413793
Armare pe directie longitudinala a stalpului 3-B --> sens Y negativ
400.377 1702.743 3Φ20+2Φ22/latura 600.965 DA 512.413793
-991.953 1702.743 3Φ20+2Φ22/latura 600.021 DA 512.413793
86.328 1702.743 3Φ20+2Φ22/latura 581.797 DA 512.413793
-304.022 1702.743 3Φ20+2Φ22/latura 579.905 DA 512.413793
-219.515 1702.743 3Φ20+2Φ22/latura 550.405 DA 512.413793
85.663 1702.743 3Φ20+2Φ22/latura 547.587 DA 512.413793
-1.617 1702.743 3Φ20+2Φ22/latura 506.769 DA 512.413793
154.777 1702.743 3Φ20+2Φ22/latura 503.031 DA 512.413793
-175.645 1702.743 3Φ20+2Φ22/latura 450.644 DA 512.413793
464.553 1702.743 3Φ20+2Φ22/latura 445.984 DA 512.413793
206.207 1702.743 3Φ20+2Φ22/latura 381.842 DA 512.413793
412.565 1702.743 3Φ20+2Φ22/latura 376.256 DA 512.413793
-84.758 1702.743 3Φ20+2Φ22/latura 289.302 DA 512.413793
-32.6 1702.743 3Φ20+2Φ22/latura 282.958 DA 512.413793
Armare pe directie longitudinala a stalpului C-3 --> sens X negativ
470.609 1702.743 3Φ20+2Φ22/latura 601.81 DA 512.413793
-1222.483 1702.743 3Φ20+2Φ22/latura 600.932 DA 512.413793
-63.021 1702.743 3Φ20+2Φ22/latura 582.152 DA 512.413793
As,min,nec (mm2)
As,ef (mm2) As,ef MRc,stalpi (kNm) ∑MRc,stalpi>=1.3*∑MRb,grinzihs final (mm)
As,min,nec (mm2)
As,ef (mm2) As,ef MRc,stalpi (kNm) ∑MRc,stalpi>=1.3*∑MRb,grinzihs final (mm)
-473.476 1702.743 3Φ20+2Φ22/latura 580.273 DA 512.413793
-299.892 1702.743 3Φ20+2Φ22/latura 548.179 DA 512.413793
-48.09 1702.743 3Φ20+2Φ22/latura 545.307 DA 512.413793
-242.485 1702.743 3Φ20+2Φ22/latura 500.223 DA 512.413793
33.829 1702.743 3Φ20+2Φ22/latura 496.365 DA 512.413793
-371.058 1702.743 3Φ20+2Φ22/latura 438.575 DA 512.413793
447.045 1702.743 3Φ20+2Φ22/latura 433.739 DA 512.413793
-91.59 1702.743 3Φ20+2Φ22/latura 363.832 DA 512.413793
333.688 1702.743 3Φ20+2Φ22/latura 358.028 DA 512.413793
Armare pe directie longitudinala a stalpului D-3 --> sens X negativ
618.238 1702.743 3Φ20+2Φ22/latura 599.378 DA 512.413793
-1073.765 1702.743 3Φ20+2Φ22/latura 598.322 DA 512.413793
116.919 1702.743 3Φ20+2Φ22/latura 577.811 DA 512.413793
-378.865 1702.743 3Φ20+2Φ22/latura 575.777 DA 512.413793
-317.687 1702.743 3Φ20+2Φ22/latura 543.296 DA 512.413793
33.315 1702.743 3Φ20+2Φ22/latura 540.309 DA 512.413793
-176.727 1702.743 3Φ20+2Φ22/latura 495.911 DA 512.413793
77.93 1702.743 3Φ20+2Φ22/latura 491.977 DA 512.413793
-270.138 1702.743 3Φ20+2Φ22/latura 435.64 DA 512.413793
481.02 1702.743 3Φ20+2Φ22/latura 430.763 DA 512.413793
-39.621 1702.743 3Φ20+2Φ22/latura 363.008 DA 512.413793
535.074 1702.743 3Φ20+2Φ22/latura 354.689 DA 512.413793
Armare pe directie longitudinala a stalpului E-3 --> sens X negativ
As,min,nec (mm2)
As,ef (mm2) As,ef MRc,stalpi (kNm) ∑MRc,stalpi>=1.3*∑MRb,grinzihs final (mm)
1722.856 2829.004 2Φ25+3Φ28/latura 966.82 DA 662.413793-1193.732 2829.004 2Φ25+3Φ28/latura 959.912 DA 662.413793-637.135 2829.004 2Φ25+3Φ28/latura 918.17 DA 662.413793
-1136.599 2829.004 2Φ25+3Φ28/latura 910.681 DA 662.413793-1133.685 2829.004 2Φ25+3Φ28/latura 867.182 DA 662.413793-841.028 2829.004 2Φ25+3Φ28/latura 859.128 DA 662.413793
-1179.619 2829.004 2Φ25+3Φ28/latura 809.968 DA 662.413793-696.445 2829.004 2Φ25+3Φ28/latura 801.324 DA 662.413793-838.51 2829.004 2Φ25+3Φ28/latura 744.213 DA 662.413793
-383.174 2829.004 2Φ25+3Φ28/latura 734.939 DA 662.413793125.159 2829.004 2Φ25+3Φ28/latura 667.862 DA 662.413793-98.687 2829.004 2Φ25+3Φ28/latura 657.905 DA 662.413793
Tabele centralizatoare armare longitudinală stâlpi Tabele centralizatoare armare longitudinală stâlpi Armare pe directie transversală a stalpului A-3 --> sens X negativ Armare pe directie transversală a stalpului A-3 --> sens X negativ
Etaj
1512.265 1262.172 2034.96
2472.86 1265.402 1695.68
3472.86 1265.402 1344.32
4444.584 1265.402 1006.55
5302.683 1265.402 692.49
6241.955 1265.402 407.42
7174.872 1265.402 137.72
As,min,nec (mm2)
As,ef (mm2) As,ef MRc,stalpi (kNm) ∑MRc,stalpi>=1.3*∑MRb,grinzihs final (mm)
VEd (kN) VRd,max (kN) NEd (kN)
Armare pe directie transversală a stalpului B-3 --> sens X negativ Armare pe directie transversală a stalpului B-3 --> sens X negativ
Etaj
1473.916 1065.672 1920.16
2437.46 1068.654 1622.75
3437.46 1068.654 1335.73
4372.799 1068.654 1046.43
5320.533 1068.654 750.65
6270.63 1068.654 446.13
7186.609 1068.654 95.58
Armare pe directie transversală a stalpului 3-B --> sens X negativ Armare pe directie transversală a stalpului 3-B --> sens X negativ
Etaj
1462.385 1065.672 2039.34
2426.817 1068.654 1715.2
3426.817 1068.654 1398.67
4372.581 1068.654 1083.91
5330.215 1068.654 768.62
6279.642 1068.654 452.27
VEd (kN) VRd,max (kN) NEd (kN)
VEd (kN) VRd,max (kN) NEd (kN)
6
7223.124 1068.654 95.72
Armare pe directie transversală a stalpului C-3 --> sens X negativ Armare pe directie transversală a stalpului C-3 --> sens X negativ
Etaj
1425.764 1065.672 2061.89
2393.013 1068.654 1719.68
3393.013 1068.654 1380.14
4344.054 1068.654 1043.21
5306.857 1068.654 708.71
6257.746 1068.654 377.82
Armare pe directie transversală a stalpului D-3 --> sens X negativ Armare pe directie transversală a stalpului D-3 --> sens X negativ
Etaj
1422.946 1065.672 2000.9
2390.412 1068.654 1666.83
3390.412 1068.654 1340.68
4338.13 1068.654 1017.08
5297.888 1068.654 694.47
6
VEd (kN) VRd,max (kN) NEd (kN)
VEd (kN) VRd,max (kN) NEd (kN)
242.761 1068.654 374.48 6
Armare pe directie transversală a stalpului E-3 --> sens X negativ Armare pe directie transversală a stalpului E-3 --> sens X negativ
Etaj
1453.822 1704.876 1340.96
2418.913 1708.604 1142.1
3418.913 1708.604 949.13
4378.202 1708.604 747.64
5348.964 1708.604 531.92
6286.243 1708.604 298.62
VEd (kN) VRd,max (kN) NEd (kN)
Armare pe directie longitudinala a stalpului A-3 --> sens X negativ Armare pe directie transversala a stalpului A-3 --> sens X negativ
d final (mm) Etaj
600
1
zona cr I
650 600
1462.5 2650
600 zona curenta 537.5 2650
600 zona cr II 650 2650
600
2
zona cr I
650 600
1462.5 2650
600 zona curenta 537.5 2650
600 zona cr II 650 2650
600
3
zona cr I
650 600
975 2650
600 zona curenta 1025 2650
600 zona cr II 650 2650
600
4
zona cr I
650 600
975 2650
600 zona curenta 1025 2650
600 zona cr II 650 2650
600
5
zona cr I
650 600
975 2650
600 zona curenta 1025 2650
zona cr II 650 2650
6
zona cr I
650 600
975 2650
zona curenta 1025 2650
zona cr II 650 2650
7
zona cr I
650 600
975 2650
zona curenta 1025 2650
zona cr II 650 2650
Armare pe directie longitudinala a stalpului B-3 --> sens X negativ Armare pe directie transversala a stalpului B-3 --> sens X negativ
d final (mm) Etaj
550
1
zona cr I
600 600
1350 2650
550 zona curenta 700 2650
550 zona cr II 600 2650
550
2
zona cr I
600 600
1350 2650
550 zona curenta 700 2650
550 zona cr II 600 2650
550
3
zona cr I
600 600
900 2650
550 zona curenta 1150 2650
550 zona cr II 600 2650
550
4
zona cr I
600 600
900 2650
550 zona curenta 1150 2650
550 zona cr II 600 2650
550
5
zona cr I
600 600
900 2650
hc = bst
(mm)hst (mm) lcr (mm) lcl (mm)
hc = bst
(mm)hst (mm) lcr (mm) lcl (mm)
550 5 zona curenta 600 600 1150 2650
zona cr II 600 2650
6
zona cr I
600 600
900 2650
zona curenta 1150 2650
zona cr II 600 2650
7
zona cr I
600 600
900 2650
zona curenta 1150 2650
zona cr II 600 2650
Armare pe directie longitudinala a stalpului 3-B --> sens Y negativ Armare pe directie transversala a stalpului 3-B --> sens Y negativ
d final (mm) Etaj
550
1
zona cr I
600 600
1350 2650
550 zona curenta 700 2650
550 zona cr II 600 2650
550
2
zona cr I
600 600
1350 2650
550 zona curenta 700 2650
550 zona cr II 600 2650
550
3
zona cr I
600 600
900 2650
550 zona curenta 1150 2650
550 zona cr II 600 2650
550
4
zona cr I
600 600
900 2650
550 zona curenta 1150 2650
550 zona cr II 600 2650
550
5
zona cr I
600 600
900 2650
550 zona curenta 1150 2650
zona cr II 600 2650
6
zona cr I
600 600
900 2650
zona curenta 1150 2650
zona cr II 600 2650
7
zona cr I
600 600
900 2650
zona curenta 1150 2650
zona cr II 600 2650
Armare pe directie longitudinala a stalpului C-3 --> sens X negativ Armare pe directie transversala a stalpului C-3 --> sens X negativ
d final (mm) Etaj
550
1
zona cr I
600 600
1350 2650
550 zona curenta 700 2650
550 zona cr II 600 2650
hc = bst
(mm)hst (mm) lcr (mm) lcl (mm)
hc = bst
(mm)hst (mm) lcr (mm) lcl (mm)
550
2
zona cr I
600 600
1350 2650
550 zona curenta 700 2650
550 zona cr II 600 2650
550
3
zona cr I
600 600
900 2650
550 zona curenta 1150 2650
550 zona cr II 600 2650
550
4
zona cr I
600 600
900 2650
550 zona curenta 1150 2650
550 zona cr II 600 2650
5
zona cr I
600 600
900 2650
zona curenta 1150 2650
zona cr II 600 2650
6
zona cr I
600 600
900 2650
zona curenta 1150 2650
zona cr II 600 2650
Armare pe directie longitudinala a stalpului D-3 --> sens X negativ Armare pe directie transversala a stalpului D-3 --> sens X negativ
d final (mm) Etaj
550
1
zona cr I
600 600
1350 2650
550 zona curenta 700 2650
550 zona cr II 600 2650
550
2
zona cr I
600 600
1350 2650
550 zona curenta 700 2650
550 zona cr II 600 2650
550
3
zona cr I
600 600
900 2650
550 zona curenta 1150 2650
550 zona cr II 600 2650
550
4
zona cr I
600 600
900 2650
550 zona curenta 1150 2650
550 zona cr II 600 2650
5
zona cr I
600 600
900 2650
zona curenta 1150 2650
zona cr II 600 2650
6zona cr I
600 600900 2650
zona curenta 1150 2650zona cr II 600 2650
Armare pe directie longitudinala a stalpului E-3 --> sens X negativ Armare pe directie transversala a stalpului E-3 --> sens X negativ
hc = bst
(mm)hst (mm) lcr (mm) lcl (mm)
d final (mm) Etaj
7001
zona cr I750 600
1687.5 2650700 zona curenta 212.5 2650700 zona cr II 750 2650700
2zona cr I
750 6001687.5 2650
700 zona curenta 212.5 2650700 zona cr II 750 2650700
3zona cr I
750 6001125 2650
700 zona curenta 775 2650700 zona cr II 750 2650700
4zona cr I
750 6001125 2650
700 zona curenta 775 2650700 zona cr II 750 2650
5zona cr I
750 6001125 2650
zona curenta 775 2650zona cr II 750 2650
6zona cr I
750 6001125 2650
zona curenta 775 2650zona cr II 750 2650
Tabele centralizatoare armare longitudinală stâlpi Armare pe directie transversală a stalpului A-3 --> sens X negativ
zona cr I 0.005 406.250 505.887 565.487 5Φ12/125 0.007 0.12
zona curentă 0.0015 121.875 505.887 565.487 5Φ12/125 0.007 0.08
zona cr II 0.0035 284.375 505.887 565.487 5Φ12/125 0.007 0.08
zona cr I 0.005 406.250 465.780 565.487 5Φ12/125 0.007 0.12
zona curentă 0.0015 121.875 504.595 565.487 5Φ12/125 0.007 0.08
zona cr II 0.0035 284.375 465.780 565.487 5Φ12/125 0.007 0.08
zona cr I 0.005 406.250 465.780 565.487 5Φ12/125 0.007 0.12
zona curentă 0.0015 121.875 465.780 565.487 5Φ12/125 0.007 0.08
zona cr II 0.0035 284.375 465.780 565.487 5Φ12/125 0.007 0.08
zona cr I 0.005 406.250 437.927 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 121.875 437.927 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 284.375 437.927 452.389 4Φ12/125 0.006 0.08
zona cr I 0.005 406.250 298.151 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 121.875 298.151 392.699 5Φ10/125 0.005 0.08
zona cr II 0.0035 284.375 298.151 392.699 5Φ10/125 0.005 0.08
zona cr I 0.005 406.250 238.333 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 121.875 238.333 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 284.375 238.333 314.159 4Φ10/125 0.004 0.08
zona cr I 0.005 406.250 172.254 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 121.875 172.254 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 284.375 172.254 392.699 5Φ10/150 0.005 0.08
hc = bst
(mm)hst (mm) lcr (mm) lcl (mm)
ρminAsw,ρmin (mm2)
As,ef (mm2) Φetr ρw ωmin ωwd
Armare pe directie transversală a stalpului B-3 --> sens X negativ
zona cr I 0.005 375.000 511.673 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 511.673 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 511.673 565.487 5Φ12/125 0.008 0.08
zona cr I 0.005 375.000 470.995 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 510.245 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 470.995 565.487 5Φ12/125 0.008 0.08
zona cr I 0.005 375.000 470.995 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 470.995 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 470.995 565.487 5Φ12/125 0.008 0.08
zona cr I 0.005 375.000 401.377 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 401.377 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 262.500 401.377 452.389 4Φ12/125 0.006 0.08
zona cr I 0.005 375.000 345.105 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 345.105 392.699 5Φ10/125 0.005 0.08
zona cr II 0.0035 262.500 345.105 392.699 5Φ10/125 0.005 0.08
zona cr I 0.005 375.000 291.376 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 291.376 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 262.500 291.376 314.159 4Φ10/125 0.004 0.08
zona cr I 0.005 375.000 200.914 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 200.914 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 262.500 200.914 392.699 5Φ10/150 0.005 0.08
Armare pe directie transversală a stalpului 3-B --> sens X negativ
zona cr I 0.005 375.000 499.223 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 499.223 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 499.223 565.487 5Φ12/125 0.008 0.08
zona cr I 0.005 375.000 459.535 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 497.830 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 459.535 565.487 5Φ12/125 0.008 0.08
zona cr I 0.005 375.000 459.535 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 459.535 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 459.535 565.487 5Φ12/125 0.008 0.08
zona cr I 0.005 375.000 401.142 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 401.142 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 262.500 401.142 452.389 4Φ12/125 0.006 0.08
zona cr I 0.005 375.000 355.529 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 355.529 392.699 5Φ10/125 0.005 0.08
zona cr II 0.0035 262.500 355.529 392.699 5Φ10/125 0.005 0.08
zona cr I 0.005 375.000 301.079 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 301.079 314.159 4Φ10/125 0.004 0.08
ρminAsw,ρmin (mm2)
As,ef (mm2) Φetr ρw ωmin ωwd
ρminAsw,ρmin (mm2)
As,ef (mm2) Φetr ρw ωmin ωwd
zona cr II 0.0035 262.500 301.079 314.159 4Φ10/125 0.004 0.08
zona cr I 0.005 375.000 240.228 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 240.228 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 262.500 240.228 392.699 5Φ10/150 0.005 0.08
Armare pe directie transversală a stalpului C-3 --> sens X negativ
zona cr I 0.005 375.000 459.685 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 459.685 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 459.685 565.487 5Φ12/125 0.008 0.08
zona cr I 0.005 375.000 423.141 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 458.403 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 423.141 452.389 4Φ12/125 0.006 0.08
zona cr I 0.005 375.000 423.141 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 423.141 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 262.500 423.141 452.389 4Φ12/125 0.006 0.08
zona cr I 0.005 375.000 370.428 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 370.428 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 262.500 370.428 452.389 4Φ12/125 0.006 0.08
zona cr I 0.005 375.000 330.380 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 330.380 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 262.500 330.380 392.699 5Φ10/125 0.005 0.08
zona cr I 0.005 375.000 277.504 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 277.504 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 262.500 277.504 314.159 4Φ10/125 0.004 0.08
Armare pe directie transversală a stalpului D-3 --> sens X negativ
zona cr I 0.005 375.000 456.643 565.487 5Φ12/125 0.008 0.12
zona curentă 0.0015 112.500 456.643 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 456.643 565.487 5Φ12/125 0.008 0.08
zona cr I 0.005 375.000 420.340 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 455.369 565.487 5Φ12/125 0.008 0.08
zona cr II 0.0035 262.500 420.340 452.389 4Φ12/125 0.006 0.08
zona cr I 0.005 375.000 420.340 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 420.340 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 262.500 420.340 452.389 4Φ12/125 0.006 0.08
zona cr I 0.005 375.000 364.051 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 364.051 452.389 4Φ12/125 0.006 0.08
zona cr II 0.0035 262.500 364.051 452.389 4Φ12/125 0.006 0.08
zona cr I 0.005 375.000 320.723 452.389 4Φ12/125 0.006 0.12
zona curentă 0.0015 112.500 320.723 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 262.500 320.723 314.159 4Φ10/125 0.004 0.08
zona cr I 0.005 375.000 261.371 452.389 4Φ12/125 0.006 0.12
ρminAsw,ρmin (mm2)
As,ef (mm2) Φetr ρw ωmin ωwd
ρminAsw,ρmin (mm2)
As,ef (mm2) Φetr ρw ωmin ωwd
zona curentă 0.0015 112.500 261.371 314.159 4Φ10/125 0.004 0.08
zona cr II 0.0035 262.500 261.371 314.159 4Φ10/125 0.004 0.08
Armare pe directie transversală a stalpului E-3 --> sens X negativ
zona cr I 0.005 468.750 382.840 565.487 5Φ12/125 0.006 0.12
zona curentă 0.0015 140.625 382.840 452.389 4Φ12/125 0.005 0.08
zona cr II 0.0035 328.125 382.840 452.389 4Φ12/125 0.005 0.08
zona cr I 0.005 468.750 352.620 565.487 5Φ12/125 0.006 0.12
zona curentă 0.0015 140.625 382.005 452.389 4Φ12/125 0.005 0.08
zona cr II 0.0035 328.125 352.620 392.699 5Φ10/125 0.004 0.08
zona cr I 0.005 468.750 352.620 565.487 5Φ12/125 0.006 0.12
zona curentă 0.0015 140.625 352.620 392.699 5Φ10/125 0.004 0.08
zona cr II 0.0035 328.125 352.620 392.699 5Φ10/125 0.004 0.08
zona cr I 0.005 468.750 318.352 565.487 5Φ12/125 0.006 0.12
zona curentă 0.0015 140.625 318.352 392.699 5Φ10/125 0.004 0.08
zona cr II 0.0035 328.125 318.352 392.699 5Φ10/125 0.004 0.08
zona cr I 0.005 468.750 293.741 565.487 5Φ12/125 0.006 0.12
zona curentă 0.0015 140.625 293.741 314.159 4Φ10/125 0.003 0.08
zona cr II 0.0035 328.125 293.741 392.699 5Φ10/125 0.004 0.08
zona cr I 0.005 468.750 240.945 565.487 5Φ12/125 0.006 0.12
zona curentă 0.0015 140.625 240.945 314.159 4Φ10/125 0.003 0.08
zona cr II 0.0035 328.125 240.945 392.699 5Φ10/125 0.004 0.08
ρminAsw,ρmin (mm2)
As,ef (mm2) Φetr ρw ωmin ωwd
Armare pe directie transversala a stalpului A-3 --> sens X negativ
d (mm) z (mm)
3250 600 586 527.4 522 125 550 40 28 28
3250 600 586 527.4 522 125 550 40 28 28
3250 600 586 527.4 522 125 550 40 28 28
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
3250 600 587.5 528.75 525 125 550 40 25 25
Armare pe directie transversala a stalpului B-3 --> sens X negativ
d (mm) z (mm)
3250 600 536 482.4 472 125 500 40 28 28
3250 600 536 482.4 472 125 500 40 28 28
3250 600 536 482.4 472 125 500 40 28 28
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
h nivel (mm)
h grinda (mm)
ds (mm)s max etr
(mm)b0 (mm) as (mm)
Φ long
(mm)d bl (mm)
h nivel (mm)
h grinda (mm)
ds (mm)s max etr
(mm)b0 (mm) as (mm)
Φ long
(mm)d bl (mm)
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
Armare pe directie transversala a stalpului 3-B --> sens Y negativ
d (mm) z (mm)
3250 600 536 482.4 472 125 500 40 28 28
3250 600 536 482.4 472 125 500 40 28 28
3250 600 536 482.4 472 125 500 40 28 28
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
Armare pe directie transversala a stalpului C-3 --> sens X negativ
d (mm) z (mm)
3250 600 536 482.4 472 125 500 40 28 28
3250 600 536 482.4 472 125 500 40 28 28
3250 600 536 482.4 472 125 500 40 28 28
h nivel (mm)
h grinda (mm)
ds (mm)s max etr
(mm)b0 (mm) as (mm)
Φ long
(mm)d bl (mm)
h nivel (mm)
h grinda (mm)
ds (mm)s max etr
(mm)b0 (mm) as (mm)
Φ long
(mm)d bl (mm)
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
Armare pe directie transversala a stalpului D-3 --> sens X negativ
d (mm) z (mm)
3250 600 536 482.4 472 125 500 40 28 28
3250 600 536 482.4 472 125 500 40 28 28
3250 600 536 482.4 472 125 500 40 28 28
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 25
3250 600 537.5 483.75 475 125 500 40 25 253250 600 537.5 483.75 475 125 500 40 25 253250 600 537.5 483.75 475 125 500 40 25 25
Armare pe directie transversala a stalpului E-3 --> sens X negativ
h nivel (mm)
h grinda (mm)
ds (mm)s max etr
(mm)b0 (mm) as (mm)
Φ long
(mm)d bl (mm)
d (mm) z (mm)
3250 600 686 617.4 622 125 650 40 28 283250 600 686 617.4 622 125 650 40 28 283250 600 686 617.4 622 125 650 40 28 283250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 25
h nivel (mm)
h grinda (mm)
ds (mm)s max etr
(mm)b0 (mm) as (mm)
Φ long
(mm)d bl (mm)
Armare pe directie transversala a stalpului A-3 --> sens X negativ
ctgθ = 45
1.3 1033.177 522.116 781.223 1
1.3 1795.314 1044.232 512.265 1 1.0000 0.006
1.3 762.137 522.116 576.279 1
1.2 729.166 522.116 627.899 1
1.2 1455.173 1044.232 472.86 1 1.0000 4.969
1.2 726.007 522.116 625.179 1
1.2 678.778 522.116 591.144 1
1.2 1438.842 1044.232 472.86 1 1.0000 3.939
1.2 760.064 522.116 661.935 1
1.2 616.91 522.116 485.336 1
1.2 1376.974 902.7453 444.584 1 1.0000 2.95
1.2 880.63 380.629 692.81 1
1.2 547.574 380.629 350.24 1
1.2 1428.205 761.2582 302.683 1 1.0000 2.029
1.2 706.463 380.629 451.869 1
1.2 474.786 380.629 296.098 1
1.2 1181.249 613.9018 241.955 1 1.0000 1.194
1.2 553.331 233.273 345.083 1
1.2 397.289 233.273 233.978 1
1.2 950.621 466.5454 174.872 1 1.0000 0.404
1.2 389.574 233.273 229.434 1
Armare pe directie transversala a stalpului B-3 --> sens X negativ
ctgθ = 45
1.3 595.444 483.029 628.62 1
1.3 1189.596 966.0586 473.916 1 1.0000 0.007
1.3 594.152 483.029 627.256 1
1.2 573.923 483.029 580.729 1
1.2 1145.684 966.0586 437.46 1 1.0000 5.694
1.2 571.761 483.029 578.541 1
1.2 542.67 483.029 581.173 1
1.2 1082.468 966.0586 437.46 1 1.0000 4.687
1.2 539.798 483.029 578.097 1
1.2 500.748 483.029 495.864 1
1.2 1040.546 858.6632 372.799 1 1.0000 3.672
1.2 496.9 375.634 492.053 1
1.2 447.071 375.634 426.967 1
γ RdMRc, talpi
(kNm)MR, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi
(kNm)Mdc,stalpi
(kNm)VEd (kN) α cw δ cp
γ RdMRc, talpi
(kNm)MR, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi
(kNm)Mdc,stalpi
(kNm)VEd (kN) α cw δ cp
1.2 943.971 751.2679 320.533 1 1.0000 2.634
1.2 442.338 375.634 422.446 1
1.2 380.383 375.634 347.255 1
1.2 822.721 625.8901 270.63 1 1.0000 1.565
1.2 405.204 250.256 369.914 1
1.2 289.263 250.256 250.171 1
1.2 694.467 500.5123 186.609 1 1.0000 0.335
1.2 282.525 250.256 244.344 1
Armare pe directie transversala a stalpului 3-B --> sens Y negativ
ctgθ = 45
1.3 600.965 471.277 613.141 1
1.3 1200.986 942.5532 462.385 1 1.0000 0.007
1.3 600.021 471.277 612.178 1
1.2 581.797 471.277 566.453 1
1.2 1161.702 942.5532 426.817 1 1.0000 6.018
1.2 579.905 471.277 564.611 1
1.2 550.405 471.277 566.983 1
1.2 1097.992 942.5532 426.817 1 1.0000 4.908
1.2 547.587 471.277 564.081 1
1.2 506.769 471.277 495.497 1
1.2 1054.356 859.0874 372.581 1 1.0000 3.803
1.2 503.031 387.811 491.842 1
1.2 450.644 387.811 439.81 1
1.2 953.675 775.6215 330.215 1 1.0000 2.697
1.2 445.984 387.811 435.261 1
1.2 381.842 387.811 373.256 1
1.2 827.826 674.3429 279.642 1 1.0000 1.587
1.2 376.256 286.532 367.796 1
1.2 289.302 286.532 298.917 1
1.2 665.558 573.0642 223.124 1 1.0000 0.336
1.2 282.958 286.532 292.361 1
Armare pe directie transversala a stalpului C-3 --> sens X negativ
ctgθ = 45
1.3 601.81 433.952 564.55 1
1.3 1202.742 867.9042 425.764 1 1.0000 0.007
1.3 600.932 433.952 563.726 1
γ RdMRc, talpi
(kNm)MR, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi
(kNm)Mdc,stalpi
(kNm)VEd (kN) α cw δ cp
γ RdMRc, talpi
(kNm)MR, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi
(kNm)Mdc,stalpi
(kNm)VEd (kN) α cw δ cp
1.2 582.152 433.952 521.584 1
1.2 1162.424 867.9042 393.013 1 1.0000 6.034
1.2 580.273 433.952 519.901 1
1.2 548.179 433.952 522.11 1
1.2 1093.486 867.9042 393.013 1 1.0000 4.843
1.2 545.307 433.952 519.375 1
1.2 500.223 433.952 457.636 1
1.2 1045.530 797.0982 344.054 1 1.0000 3.66
1.2 496.365 363.146 454.107 1
1.2 438.575 363.146 408.839 1
1.2 934.940 726.2922 306.857 1 1.0000 2.487
1.2 433.739 363.146 404.331 1
1.2 363.832 363.146 344.259 1
1.2 797.571 628.8872 257.746 1 1.0000 1.326
1.2 358.028 265.741 338.767 1
Armare pe directie transversala a stalpului D-3 --> sens X negativ
ctgθ = 45
1.3 599.378 431.080 560.898 1
1.3 1197.700 862.1598 422.946 1 1.0000 0.007
1.3 598.322 431.080 559.91 1
1.2 577.811 431.080 518.208 1
1.2 1153.588 862.1598 390.412 1 1.0000 5.849
1.2 575.777 431.080 516.384 1
1.2 543.296 431.080 518.722 1
1.2 1083.605 862.1598 390.412 1 1.0000 4.704
1.2 540.309 431.080 515.87 1
1.2 495.911 431.080 449.807 1
1.2 1036.219 783.2367 338.13 1 1.0000 3.569
1.2 491.977 352.157 446.238 1
1.2 435.64 352.157 396.923 1
1.2 927.617 704.3137 297.888 1 1.0000 2.437
1.2 430.763 352.157 392.479 1
1.2 363.008 352.157 325.387 11.2 793.770 592.9222 242.761 1 1.0000 1.3141.2 354.689 240.765 317.93 1
Armare pe directie transversala a stalpului E-3 --> sens X negativ
γ RdMRc, talpi
(kNm)MR, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi
(kNm)Mdc,stalpi
(kNm)VEd (kN) α cw δ cp
ctgθ = 45
1.3 966.82 462.549 603.47 11.3 1926.731 925.0985 453.822 1 1.0000 0.0031.3 959.912 462.549 599.158 11.2 918.17 462.549 557.332 11.2 1828.851 925.0985 418.913 1 1.0000 2.4361.2 910.681 462.549 552.786 11.2 867.182 462.549 557.649 11.2 1726.309 925.0985 418.913 1 1.0000 2.0251.2 859.128 462.549 552.47 11.2 809.968 462.549 503.805 11.2 1669.095 865.1569 378.202 1 1.0000 1.5951.2 801.324 402.608 498.429 11.2 744.213 402.608 465.276 11.2 1545.537 805.2153 348.964 1 1.0000 1.1351.2 734.939 402.608 459.478 11.2 667.862 402.608 382.12 11.2 1402.801 668.8482 286.243 1 1.0000 0.6371.2 657.905 266.241 376.423 1
γ RdMRc, talpi
(kNm)MR, grinzi
(kNm)∑MRc,stalpi (kNm)
∑MRb,grinzi
(kNm)Mdc,stalpi
(kNm)VEd (kN) α cw δ cp
Armare pe directie transversala a stalpului A-3 --> sens X negativ
K
13.34 300 240 0.552 0.12 1.5 1.584 0.15 20
13.34 300 240 0.552 0.12 1.5 1.584 0.15 20 1262.172
13.34 300 240 0.552 0.12 1.5 1.584 0.15 20
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20 1265.402
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20 1265.402
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20 1265.402
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20 1265.4
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20 1265.402
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20 1265.402
13.34 300 240 0.552 0.12 1.5 1.583 0.15 20
Armare pe directie transversala a stalpului B-3 --> sens X negativ
K
13.34 300 240 0.552 0.12 1.5 1.611 0.15 20
13.34 300 240 0.552 0.12 1.5 1.611 0.15 20 1065.672
13.34 300 240 0.552 0.12 1.5 1.611 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
fcd
(N/mm^2)
fyd
(N/mm^2)
fywd
(N/mm^2)
ν1 C Rd,c γ c K1
fck
(N/mm^2)
VRd,max
(kN)
fcd
(N/mm^2)
fyd
(N/mm^2)
fywd
(N/mm^2)
ν1 C Rd,c γ c K1
fck
(N/mm^2)
VRd,max
(kN)
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.65
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
Armare pe directie transversala a stalpului 3-B --> sens Y negativ
K
13.34 300 240 0.552 0.12 1.5 1.611 0.15 20
13.34 300 240 0.552 0.12 1.5 1.611 0.15 20 1065.672
13.34 300 240 0.552 0.12 1.5 1.611 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.65
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
Armare pe directie transversala a stalpului C-3 --> sens X negativ
K
13.34 300 240 0.552 0.12 1.5 1.611 0.15 20
13.34 300 240 0.552 0.12 1.5 1.611 0.15 20 1065.672
13.34 300 240 0.552 0.12 1.5 1.611 0.15 20
fcd
(N/mm^2)
fyd
(N/mm^2)
fywd
(N/mm^2)
ν1 C Rd,c γ c K1
fck
(N/mm^2)
VRd,max
(kN)
fcd
(N/mm^2)
fyd
(N/mm^2)
fywd
(N/mm^2)
ν1 C Rd,c γ c K1
fck
(N/mm^2)
VRd,max
(kN)
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.65
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
Armare pe directie transversala a stalpului D-3 --> sens X negativ
K
13.34 300 240 0.552 0.12 1.5 1.611 0.15 20
13.34 300 240 0.552 0.12 1.5 1.611 0.15 20 1065.672
13.34 300 240 0.552 0.12 1.5 1.611 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.65
13.34 300 240 0.552 0.12 1.5 1.61 0.15 20
13.34 300 240 0.552 0.12 1.5 1.61 0.15 2013.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.65413.34 300 240 0.552 0.12 1.5 1.61 0.15 20
Armare pe directie transversala a stalpului E-3 --> sens X negativ
fcd
(N/mm^2)
fyd
(N/mm^2)
fywd
(N/mm^2)
ν1 C Rd,c γ c K1
fck
(N/mm^2)
VRd,max
(kN)
K
13.34 300 240 0.552 0.12 1.5 1.54 0.15 2013.34 300 240 0.552 0.12 1.5 1.54 0.15 20 1704.87613.34 300 240 0.552 0.12 1.5 1.54 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 20 1708.60413.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 20 1708.60413.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 20 1708.60413.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 20 1708.613.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 20 1708.60413.34 300 240 0.552 0.12 1.5 1.539 0.15 20
fcd
(N/mm^2)
fyd
(N/mm^2)
fywd
(N/mm^2)
ν1 C Rd,c γ c K1
fck
(N/mm^2)
VRd,max
(kN)
Armare pe directie transversala a stalpului A-3 --> sens X negativ
Asw,nec
0.005 406.250 505.887
290.983 2034.96 119.223 0.3121 0.0323 0.0015 121.875 505.887
DA 0.0035 284.375 505.887
Asw,ρmin
0.005 406.250 465.780
512.21 1695.68 403.733 0.3119 0.0154 0.0015 121.875 504.595
DA 0.0035 284.375 465.780
Asw,nec
0.005 406.250 465.780
453.231 1344.32 344.755 0.3119 0.0154 0.0015 121.875 465.780
DA 0.0035 284.375 465.780
Asw,nec
0.005 406.250 437.927
365.077 1006.55 288.057 0.3119 0.0099 0.0015 121.875 437.927
DA 0.0035 284.375 437.927
Asw,ρmin
0.005 406.250 298.151
312.36 692.49 235.34 0.3119 0.0099 0.0015 121.875 298.151
DA 0.0035 284.375 298.151
Asw,ρmin
0.005 406.250 238.333
264.509 407.42 187.489 0.3119 0.0099 0.0015 121.875 238.333
DA 0.0035 284.375 238.333
Asw,ρmin
0.005 406.250 172.254
219.238 137.72 142.218 0.3119 0.0099 0.0015 121.875 172.254
DA 0.0035 284.375 172.254
Armare pe directie transversala a stalpului B-3 --> sens X negativ
Asw,nec
0.005 375.000 511.673
264.326 1920.16 103.243 0.3200 0.0383 0.0015 112.500 511.673
DA 0.0035 262.500 511.673
Asw,ρmin
0.005 375.000 470.995
482.178 1622.75 378.562 0.3198 0.0183 0.0015 112.500 510.245
DA 0.0035 262.500 470.995
Asw,nec
0.005 375.000 470.995
433.46 1335.73 329.844 0.3198 0.0183 0.0015 112.500 470.995
DA 0.0035 262.500 470.995
Asw,nec
0.005 375.000 401.377
355.779 1046.43 280.739 0.3198 0.0117 0.0015 112.500 401.377
DA 0.0035 262.500 401.377
Asw,nec
0.005 375.000 345.105
VRd,c (kN) NEd (kN)VRd,c min
(kN)Vmin (kN) ρlong VEd<=VRd,c ρmin
Asw,ρmin (mm^2)
Asw,nec
(mm^2)
VRd,c (kN) NEd (kN)VRd,c min
(kN)Vmin (kN) ρlong VEd<=VRd,c ρmin
Asw,ρmin (mm^2)
Asw,nec
(mm^2)
305.574 750.65 230.534 0.3198 0.0117 Asw,nec 0.0015 112.500 345.105
DA 0.0035 262.500 345.105
Asw,nec
0.005 375.000 291.376
253.886 446.13 178.846 0.3198 0.0117 0.0015 112.500 291.376
DA 0.0035 262.500 291.376
Asw,ρmin
0.005 375.000 200.914
194.384 95.58 119.345 0.3198 0.0117 0.0015 112.500 200.914
DA 0.0035 262.500 200.914
Armare pe directie transversala a stalpului 3-B --> sens Y negativ
Asw,nec
0.005 375.000 499.223
264.346 2039.34 103.263 0.3200 0.0383 0.0015 112.500 499.223
DA 0.0035 262.500 499.223
Asw,ρmin
0.005 375.000 459.535
497.87 1715.20 394.254 0.3198 0.0183 0.0015 112.500 497.830
DA 0.0035 262.500 459.535
Asw,ρmin
0.005 375.000 459.535
444.143 1398.67 340.527 0.3198 0.0183 0.0015 112.500 459.535
DA 0.0035 262.500 459.535
Asw,nec
0.005 375.000 401.142
362.14 1083.91 287.101 0.3198 0.0117 0.0015 112.500 401.142
DA 0.0035 262.500 401.142
Asw,nec
0.005 375.000 355.529
308.624 768.62 233.585 0.3198 0.0117 0.0015 112.500 355.529
DA 0.0035 262.500 355.529
Asw,nec
0.005 375.000 301.079
254.928 452.27 179.888 0.3198 0.0117 0.0015 112.500 301.079
DA 0.0035 262.500 301.079
Asw,nec
0.005 375.000 240.228
194.408 95.72 119.369 0.3198 0.0117 0.0015 112.500 240.228
DA 0.0035 262.500 240.228
Armare pe directie transversala a stalpului C-3 --> sens X negativ
Asw,nec
0.005 375.000 459.685
264.350 2061.89 103.267 0.3200 0.0383 0.0015 112.500 459.685
DA 0.0035 262.500 459.685
VRd,c (kN) NEd (kN)VRd,c min
(kN)Vmin (kN) ρlong VEd<=VRd,c ρmin
Asw,ρmin (mm^2)
Asw,nec
(mm^2)
VRd,c (kN) NEd (kN)VRd,c min
(kN)Vmin (kN) ρlong VEd<=VRd,c ρmin
Asw,ρmin (mm^2)
Asw,nec
(mm^2)
Asw,ρmin
0.005 375.000 423.141
498.63 1719.68 395.015 0.3198 0.0183 0.0015 112.500 458.403
DA 0.0035 262.500 423.141
Asw,ρmin
0.005 375.000 423.141
440.998 1380.14 337.382 0.3198 0.0183 0.0015 112.500 423.141
DA 0.0035 262.500 423.141
Asw,ρmin
0.005 375.000 370.428
355.232 1043.21 280.193 0.3198 0.0117 0.0015 112.500 370.428
DA 0.0035 262.500 370.428
Asw,nec
0.005 375.000 330.380
298.455 708.71 223.416 0.3198 0.0117 0.0015 112.500 330.380
DA 0.0035 262.500 330.380
Asw,nec
0.005 375.000 277.504
242.291 377.82 167.251 0.3198 0.0117 0.0015 112.500 277.504
DA 0.0035 262.500 277.504
Armare pe directie transversala a stalpului D-3 --> sens X negativ
Asw,nec
0.005 375.000 456.643
264.339 2000.90 103.256 0.3200 0.0383 0.0015 112.500 456.643
DA 0.0035 262.500 456.643
Asw,ρmin
0.005 375.000 420.340
489.66 1666.83 386.044 0.3198 0.0183 0.0015 112.500 455.369
DA 0.0035 262.500 420.340
Asw,ρmin
0.005 375.000 420.340
434.3 1340.68 330.684 0.3198 0.0183 0.0015 112.500 420.340
DA 0.0035 262.500 420.340
Asw,ρmin
0.005 375.000 364.051
350.797 1017.08 275.757 0.3198 0.0117 0.0015 112.500 364.051
DA 0.0035 262.500 364.051
Asw,nec
0.005 375.000 320.723
296.038 694.47 220.999 0.3198 0.0117 0.0015 112.500 320.723
DA 0.0035 262.500 320.723
Asw,nec0.005 375.000 261.371
241.724 374.48 166.685 0.3198 0.0117 0.0015 112.500 261.371DA 0.0035 262.500 261.371
Armare pe directie transversala a stalpului E-3 --> sens X negativ
VRd,c (kN) NEd (kN)VRd,c min
(kN)Vmin (kN) ρlong VEd<=VRd,c ρmin
Asw,ρmin (mm^2)
Asw,nec
(mm^2)
Asw,nec0.005 468.750 382.840
345.445 1340.96 154.118 0.2991 0.0239 0.0015 140.625 382.840DA 0.0035 328.125 382.840
Asw,ρmin0.005 468.750 352.620
458.721 1142.10 342.591 0.2989 0.0114 0.0015 140.625 382.005DA 0.0035 328.125 352.620
Asw,ρmin0.005 468.750 352.620
426.881 949.13 310.751 0.2989 0.0114 0.0015 140.625 352.620DA 0.0035 328.125 352.620
Asw,nec0.005 468.750 318.352
356.276 747.64 277.505 0.2989 0.0073 0.0015 140.625 318.352DA 0.0035 328.125 318.352
Asw,nec0.005 468.750 293.741
320.682 531.92 241.911 0.2989 0.0073 0.0015 140.625 293.741DA 0.0035 328.125 293.741
Asw,nec0.005 468.750 240.945
282.187 298.62 203.417 0.2989 0.0073 0.0015 140.625 240.945DA 0.0035 328.125 240.945
VRd,c (kN) NEd (kN)VRd,c min
(kN)Vmin (kN) ρlong VEd<=VRd,c ρmin
Asw,ρmin (mm^2)
Asw,nec
(mm^2)
Armare pe directie transversala a stalpului A-3 --> sens X negativ
565.487 5Φ12/125 0.0070 0.12 0.39 550 500 DA DA
565.487 5Φ12/125 0.0070 0.08 0.39 550 500 DA DA
565.487 5Φ12/125 0.0070 0.08 0.39 550 500 DA DA
565.487 5Φ12/125 0.0070 0.12 0.39 551.5 501.5 DA DA
565.487 5Φ12/125 0.0070 0.08 0.39 550.5 501.5 DA DA
565.487 5Φ12/125 0.0070 0.08 0.39 550.5 501.5 DA DA
565.487 5Φ12/125 0.0070 0.12 0.39 550.5 501.5 DA DA
565.487 5Φ12/125 0.0070 0.08 0.39 550.5 501.5 DA DA
565.487 5Φ12/125 0.0070 0.08 0.39 550.5 501.5 DA DA
452.389 4Φ12/125 0.0056 0.12 0.31 551.5 501.5 DA DA
452.389 4Φ12/125 0.0056 0.08 0.31 551.5 501.5 DA DA
452.389 4Φ12/125 0.0056 0.08 0.31 551.5 501.5 DA DA
452.389 4Φ12/125 0.0056 0.12 0.31 551.5 501.5 DA DA
392.699 5Φ10/125 0.0048 0.08 0.27 551.5 502.5 DA DA
392.699 5Φ10/125 0.0048 0.08 0.27 552.5 502.5 DA DA
452.389 4Φ12/125 0.0056 0.12 0.31 551.5 501.5 DA DA
314.159 4Φ10/125 0.0039 0.08 0.21 552.5 502.5 DA DA
314.159 4Φ10/125 0.0039 0.08 0.21 552.5 502.5 DA DA
452.389 4Φ12/125 0.0056 0.12 0.31 551.5 501.5 DA DA
314.159 4Φ10/125 0.0039 0.08 0.21 552.5 502.5 DA DA
392.699 5Φ10/150 0.0048 0.08 0.27 552.5 502.5 DA DA
Armare pe directie transversala a stalpului B-3 --> sens X negativ
565.487 5Φ12/125 0.0075 0.12 0.41 500 500 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA
565.487 5Φ12/125 0.0075 0.12 0.41 501.5 501.5 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA
565.487 5Φ12/125 0.0075 0.12 0.41 500.5 501.5 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
As,ef (mm^2) Φetr ρw ωmin ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin
As,ef (mm^2) Φetr ρw ωmin ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin
392.699 5Φ10/125 0.0052 0.08 0.28 501.5 502.5 DA DA
392.699 5Φ10/125 0.0052 0.08 0.28 502.5 502.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA
314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA
392.699 5Φ10/150 0.0052 0.08 0.28 502.5 502.5 DA DA
Armare pe directie transversala a stalpului 3-B --> sens Y negativ
565.487 5Φ12/125 0.0075 0.12 0.41 500 500 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA
565.487 5Φ12/125 0.0075 0.12 0.41 501.5 501.5 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA
565.487 5Φ12/125 0.0075 0.12 0.41 500.5 501.5 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
392.699 5Φ10/125 0.0052 0.08 0.28 501.5 502.5 DA DA
392.699 5Φ10/125 0.0052 0.08 0.28 502.5 502.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA
314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA
392.699 5Φ10/150 0.0052 0.08 0.28 502.5 502.5 DA DA
Armare pe directie transversala a stalpului C-3 --> sens X negativ
565.487 5Φ12/125 0.0075 0.12 0.41 500 500 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA
As,ef (mm^2) Φetr ρw ωmin ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin
As,ef (mm^2) Φetr ρw ωmin ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 500.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 500.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 500.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 500.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
314.159 4Φ10/125 0.0042 0.08 0.23 501.5 502.5 DA DA
392.699 5Φ10/125 0.0052 0.08 0.28 502.5 502.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA
314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA
Armare pe directie transversala a stalpului D-3 --> sens X negativ
565.487 5Φ12/125 0.0075 0.12 0.41 500 500 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 500.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 500.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 500.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 500.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA
314.159 4Φ10/125 0.0042 0.08 0.23 501.5 502.5 DA DA
314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA
452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA
Armare pe directie transversala a stalpului E-3 --> sens X negativ
As,ef (mm^2) Φetr ρw ωmin ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin
565.487 5Φ12/125 0.0060 0.12 0.36 650 500 DA DA452.389 4Φ12/125 0.0048 0.08 0.29 650 500 DA DA452.389 4Φ12/125 0.0048 0.08 0.29 650 500 DA DA565.487 5Φ12/125 0.0060 0.12 0.36 651.5 501.5 DA DA452.389 4Φ12/125 0.0048 0.08 0.29 650.5 501.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 650.5 501.5 DA DA565.487 5Φ12/125 0.0060 0.12 0.36 650.5 501.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 650.5 501.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 650.5 501.5 DA DA565.487 5Φ12/125 0.0060 0.12 0.36 651.5 501.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 651.5 501.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 651.5 501.5 DA DA565.487 5Φ12/125 0.0060 0.12 0.36 651.5 501.5 DA DA314.159 4Φ10/125 0.0034 0.08 0.20 651.5 502.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 652.5 502.5 DA DA565.487 5Φ12/125 0.0060 0.12 0.36 651.5 501.5 DA DA314.159 4Φ10/125 0.0034 0.08 0.20 652.5 502.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 652.5 502.5 DA DA
As,ef (mm^2) Φetr ρw ωmin ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin
Armare pe directie transversala a stalpului A-3 --> sens X negativ
572.616 DA
572.616 DA
572.616 DA
574.082 DA
574.082 DA
574.082 DA
574.082 DA
574.082 DA
574.082 DA
459.266 DA
459.266 DA
459.266 DA
459.266 DA
398.668 DA
398.668 DA
459.266 DA
318.934 DA
318.934 DA
459.266 DA
318.934 DA
398.668 DA
Armare pe directie transversala a stalpului B-3 --> sens X negativ
523.758 DA
523.758 DA
523.758 DA
525.224 DA
525.224 DA
525.224 DA
525.224 DA
525.224 DA
525.224 DA
420.179 DA
420.179 DA
420.179 DA
420.179 DA
VRds (kN)VRd,s >
VEd
VRds (kN)VRd,s >
VEd
364.739 DA
364.739 DA
420.179 DA
291.791 DA
291.791 DA
420.179 DA
291.791 DA
364.739 DA
Armare pe directie transversala a stalpului 3-B --> sens Y negativ
523.758 DA
523.758 DA
523.758 DA
525.224 DA
525.224 DA
525.224 DA
525.224 DA
525.224 DA
525.224 DA
420.179 DA
420.179 DA
420.179 DA
420.179 DA
364.739 DA
364.739 DA
420.179 DA
291.791 DA
291.791 DA
420.179 DA
291.791 DA
364.739 DA
Armare pe directie transversala a stalpului C-3 --> sens X negativ
523.758 DA
523.758 DA
523.758 DA
VRds (kN)VRd,s >
VEd
VRds (kN)VRd,s >
VEd
420.179 DA
525.224 DA
420.179 DA
420.179 DA
420.179 DA
420.179 DA
420.179 DA
420.179 DA
420.179 DA
420.179 DA
291.791 DA
364.739 DA
420.179 DA
291.791 DA
291.791 DA
Armare pe directie transversala a stalpului D-3 --> sens X negativ
523.758 DA
523.758 DA
523.758 DA
420.179 DA
525.224 DA
420.179 DA
420.179 DA
420.179 DA
420.179 DA
420.179 DA
420.179 DA
420.179 DA
420.179 DA
291.791 DA
291.791 DA
420.179 DA291.791 DA291.791 DA
Armare pe directie transversala a stalpului E-3 --> sens X negativ
VRds (kN)VRd,s >
VEd
670.332 DA536.266 DA536.266 DA671.798 DA537.439 DA466.527 DA671.798 DA466.527 DA466.527 DA671.798 DA466.527 DA466.527 DA671.798 DA373.221 DA466.527 DA671.798 DA373.221 DA466.527 DA
VRds (kN)VRd,s >
VEd