Post on 22-Dec-2015
description
LOAD CONC. PLATE DATA REINFORCEMENT DATA
Plate Dimension
Height (H) Dia dist Dia dist
KNm MPa mm mm mm mm MPa
Travo 62 24.9 400 100 100 300 D ###-200 D ###### 400
ESP inlet 102 24.9 500 100 100 400 D ###-250 D ###### 400
18.68 200 50 50 150 D ###-250 D ###### 400
18.68 200 30 30 170 D ###-150 D ###### 40018.68 200 40 40 160 D ###-150 D ###### 400
Ultimate Moment
Comp.
Stress
Upper Reinf.
Bottom Reinf.
Yield Stress
Mu fc'Cover-
bott.bar (d'1)
Cover-upp.bar
(d'2)
Eff. Height
(D=H-d'1)
fy
Minimum Reinf. MOMENT CAPACITY REMARK
Nomimal Moment Condition Case
f
Nmm kNm kNm
540 0.0018 99526588 100 0.8 80 CASE2
720 0.0018 151070163 151 0.8 121 CASE2
270 0.0018 36526981 37 0.8 29 CASE3
306 0.0018 82187929 82 0.8 66 CASE3288 0.0018 76744505 77 0.8 61 CASE3
Note :
Condition Case :
Min. Reinf. Area
Min. Reinf. Ratio
Red. Facto
r
Resistant Moment
As-min rmin Mn fMn
mm2
REMARK
OK
OK
OK
OKOK
"OK" : Everthing is Ok"NG" : Moment of Load is greater than capacity
"CASE 1" : Bottom Steel Yield & Upper Steel Yield (comp)"CASE 2" : Bottom Steel Yield & Upper Steel Yield (tension)"CASE 3" : Bottom Steel Yield & Upper Steel Not Yield"CASE 4" : Bottom Steel Not Yield & Upper Steel Yield (comp)"CASE 5" : Bottom & Upper Steel Not Yield"ERROR" : Check the calculation
Ult. Moment ≤ Moment
capacity
LOAD CONC. PLATE DATA REINFORCEMENT DATA Minimum Reinf. MOMENT CAPACITY REMARK
Plate Dimension Nomimal Moment Condition Case
Height (H) Dia dist Dia dist f
KNm MPa mm mm mm mm MPa Nmm kNm kNm
64 21 350 100 100 250 D ###-200 D ###### 400 473 0.0019 157182228 157 0.8 126 CASE3 OK
37 21 350 100 100 250 D ###-200 D ###### 400 450 0.0018 122625301 123 0.8 98 CASE2 OK
Ultimate Moment
Comp.
Stress
Upper Reinf.
Bottom Reinf.
Yield Stress
Min. Reinf. Area
Min. Reinf. Ratio
Red. Factor
Resistant Moment
Mu fc'Cover-
bott.bar (d'1)
Cover-upp.bar
(d'2)
Eff. Height
(D=H-d'1)
fy As-min rmin Mn fMn
Ult. Moment ≤ Moment
capacitymm2
847.8
485,638.46
= (1+2/b)×(fc')0,5bo×d/6