ESTRUTURA
17
Software licensed to Job Title Client Job No Sheet No Rev Part Ref By Date Chd File Date/Time 2015-001-001 1 00 ESPAÇO CULTURAL DE PINTADAS CIA DE ARTE CÊNICA RHELUZ 01/01 2014-03-01-001 CLAUDENIR 14-Mar-15 GERBES 17-Mar-2015 21:26 ESTRUTURA.std Print Time/Date: 19/03/2015 20:31 Print Run 1 of 17 STAAD.Pro for Windows 20.07.04.12 Job Information Engineer Checked Approved Name: CLAUDENIR GERBES GERBES Date: 14-Mar-15 Comments CONFORME PLANTA BAIZA E PERFIL ENVIADOS POR EMAIL EM 13 DE MARÇO DE 2015. Structure Type SPACE FRAME Number of Nodes 56 Highest Node 56 Number of Elements 89 Highest Beam 89 Number of Basic Load Cases 4 Number of Combination Load Cases 1 Included in this printout are data for: All The Whole Structure Included in this printout are results for load cases: Type L/C Name Combination 5 COMBINAÇÃO TOTAL Reactions Horizontal Vertical Horizontal Moment Node L/C FX (kN) FY (kN) FZ (kN) MX (kip - in) MY (kip in) MZ (kip - in) 43 5:COMBINAÇÃ 26.548 115.866 10.296 0.000 0.000 0.000 44 5:COMBINAÇÃ -11.737 202.299 8.566 0.000 0.000 0.000 45 5:COMBINAÇÃ -3.454 201.499 11.067 0.000 0.000 0.000 46 5:COMBINAÇÃ 3.646 201.120 7.763 0.000 0.000 0.000 47 5:COMBINAÇÃ -25.117 123.505 10.751 0.000 0.000 0.000 48 5:COMBINAÇÃ -7.178 140.520 2.078 0.000 0.000 0.000 49 5:COMBINAÇÃ -6.246 139.345 7.423 0.000 0.000 0.000 50 5:COMBINAÇÃ 25.501 107.431 -8.433 0.000 0.000 0.000 51 5:COMBINAÇÃ 1.553 140.468 1.907 0.000 0.000 0.000 52 5:COMBINAÇÃ 0.596 139.677 7.611 0.000 0.000 0.000 53 5:COMBINAÇÃ -23.984 114.295 -8.966 0.000 0.000 0.000 54 5:COMBINAÇÃ -11.497 201.862 -4.009 0.000 0.000 0.000 55 5:COMBINAÇÃ -3.493 200.963 -4.777 0.000 0.000 0.000 56 5:COMBINAÇÃ 3.312 200.651 -3.177 0.000 0.000 0.000
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DETALHAMENTO DE ESTRUTURA EM CONCRETO ARMADO PARA TEATRO
Transcript of ESTRUTURA
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 1 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 1 of 17STAAD.Pro for Windows 20.07.04.12
Job Information Engineer Checked Approved
Name: CLAUDENIR GERBES GERBES
Date: 14-Mar-15
Comments
CONFORME PLANTA BAIZA E PERFIL ENVIADOS POR EMAIL EM 13 DE MARO DE 2015.
Structure Type SPACE FRAME
Number of Nodes 56 Highest Node 56
Number of Elements 89 Highest Beam 89
Number of Basic Load Cases 4
Number of Combination Load Cases 1
Included in this printout are data for:
All The Whole Structure
Included in this printout are results for load cases:Type L/C Name
Combination 5 COMBINAO TOTAL
Reactions Horizontal Vertical Horizontal Moment
Node L/C FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kip-in)
MY
(kip-in)
MZ
(kip-in)
43 5:COMBINAO TOTAL 26.548 115.866 10.296 0.000 0.000 0.000
44 5:COMBINAO TOTAL-11.737 202.299 8.566 0.000 0.000 0.000
45 5:COMBINAO TOTAL-3.454 201.499 11.067 0.000 0.000 0.000
46 5:COMBINAO TOTAL 3.646 201.120 7.763 0.000 0.000 0.000
47 5:COMBINAO TOTAL-25.117 123.505 10.751 0.000 0.000 0.000
48 5:COMBINAO TOTAL-7.178 140.520 2.078 0.000 0.000 0.000
49 5:COMBINAO TOTAL-6.246 139.345 7.423 0.000 0.000 0.000
50 5:COMBINAO TOTAL 25.501 107.431 -8.433 0.000 0.000 0.000
51 5:COMBINAO TOTAL 1.553 140.468 1.907 0.000 0.000 0.000
52 5:COMBINAO TOTAL 0.596 139.677 7.611 0.000 0.000 0.000
53 5:COMBINAO TOTAL-23.984 114.295 -8.966 0.000 0.000 0.000
54 5:COMBINAO TOTAL-11.497 201.862 -4.009 0.000 0.000 0.000
55 5:COMBINAO TOTAL-3.493 200.963 -4.777 0.000 0.000 0.000
56 5:COMBINAO TOTAL 3.312 200.651 -3.177 0.000 0.000 0.000
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 2 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 2 of 17STAAD.Pro for Windows 20.07.04.12
Node DisplacementsNode L/C X
(m)
Y
(m)
Z
(m)
Resultant
(m)
rX
(rad)
rY
(rad)
rZ
(rad)
1 5:COMBINAO TOTAL 0.000 -0.000 -0.000 0.000 0.000 0.002 -0.000
2 5:COMBINAO TOTAL 0.000 -0.000 -0.005 0.005 -0.010 0.002 -0.000
3 5:COMBINAO TOTAL 0.000 -0.000 -0.007 0.007 -0.013 0.000 -0.000
4 5:COMBINAO TOTAL 0.000 -0.000 -0.005 0.005 -0.010 -0.002 -0.000
5 5:COMBINAO TOTAL-0.000 -0.000 -0.000 0.000 0.000 -0.002 0.000
6 5:COMBINAO TOTAL 0.004 -0.000 -0.000 0.004 -0.000 0.001 -0.007
7 5:COMBINAO TOTAL 0.003 -0.000 -0.000 0.003 -0.000 -0.001 -0.007
8 5:COMBINAO TOTAL 0.000 -0.000 -0.000 0.000 -0.000 -0.002 -0.000
9 5:COMBINAO TOTAL-0.001 -0.000 -0.000 0.001 -0.000 0.000 0.001
10 5:COMBINAO TOTAL-0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.001
11 5:COMBINAO TOTAL-0.000 -0.000 -0.000 0.000 -0.000 0.001 0.000
12 5:COMBINAO TOTAL 0.000 -0.000 0.002 0.002 0.005 -0.000 -0.000
13 5:COMBINAO TOTAL 0.000 -0.000 0.003 0.003 0.006 -0.000 -0.000
14 5:COMBINAO TOTAL 0.000 -0.000 0.002 0.002 0.004 0.001 -0.000
15 5:COMBINAO TOTAL 0.001 -0.000 -0.001 0.001 0.000 0.005 -0.000
16 5:COMBINAO TOTAL 0.001 -0.000 -0.030 0.030 -0.005 0.003 -0.000
17 5:COMBINAO TOTAL 0.001 -0.000 -0.038 0.038 -0.005 0.000 -0.000
18 5:COMBINAO TOTAL 0.001 -0.000 -0.030 0.030 -0.005 -0.004 -0.000
19 5:COMBINAO TOTAL 0.001 -0.000 -0.001 0.001 0.000 -0.003 -0.000
20 5:COMBINAO TOTAL-0.003 -0.000 -0.001 0.003 -0.000 0.000 0.001
21 5:COMBINAO TOTAL-0.002 -0.000 -0.001 0.002 -0.000 0.000 0.000
22 5:COMBINAO TOTAL 0.001 -0.000 -0.001 0.001 -0.001 0.002 -0.000
23 5:COMBINAO TOTAL 0.001 -0.000 0.013 0.013 0.001 0.002 -0.000
24 5:COMBINAO TOTAL 0.001 -0.000 0.015 0.015 0.001 0.000 -0.000
25 5:COMBINAO TOTAL 0.001 -0.000 0.014 0.014 0.001 -0.001 -0.000
26 5:COMBINAO TOTAL 0.001 -0.000 -0.001 0.001 -0.001 -0.003 -0.000
27 5:COMBINAO TOTAL 0.021 -0.000 -0.001 0.021 -0.000 -0.003 -0.004
28 5:COMBINAO TOTAL 0.022 -0.000 -0.001 0.022 -0.000 0.003 -0.005
29 5:COMBINAO TOTAL 0.001 -0.000 -0.002 0.002 0.001 0.004 -0.000
30 5:COMBINAO TOTAL 0.001 -0.001 -0.017 0.017 0.017 0.002 -0.000
31 5:COMBINAO TOTAL 0.001 -0.001 -0.021 0.021 0.018 0.000 -0.000
32 5:COMBINAO TOTAL 0.001 -0.001 -0.017 0.017 0.017 -0.002 -0.000
33 5:COMBINAO TOTAL 0.001 -0.000 -0.002 0.002 0.001 -0.002 -0.000
34 5:COMBINAO TOTAL-0.004 -0.000 -0.002 0.005 0.000 -0.000 0.000
35 5:COMBINAO TOTAL-0.003 -0.000 -0.002 0.003 -0.000 0.001 0.000
36 5:COMBINAO TOTAL 0.001 -0.000 -0.002 0.002 -0.001 0.001 -0.000
37 5:COMBINAO TOTAL 0.001 -0.001 -0.005 0.005 -0.017 0.000 -0.000
38 5:COMBINAO TOTAL 0.001 -0.001 -0.008 0.008 -0.019 -0.000 -0.000
39 5:COMBINAO TOTAL 0.001 -0.001 -0.005 0.005 -0.017 0.000 -0.000
40 5:COMBINAO TOTAL 0.001 -0.000 -0.002 0.002 -0.001 -0.003 -0.000
41 5:COMBINAO TOTAL 0.030 -0.000 -0.002 0.031 -0.000 -0.005 -0.002
42 5:COMBINAO TOTAL 0.032 -0.000 -0.002 0.032 0.000 0.004 -0.002
43 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.000 0.002 -0.000
44 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.010 0.002 -0.000
45 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.013 0.000 -0.000
46 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.010 -0.002 -0.000
47 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.000 -0.002 0.000
48 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.000 0.001 -0.007
49 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.000 -0.001 -0.007
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 3 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 3 of 17STAAD.Pro for Windows 20.07.04.12
Node Displacements Cont...Node L/C X
(m)
Y
(m)
Z
(m)
Resultant
(m)
rX
(rad)
rY
(rad)
rZ
(rad)
50 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.000 -0.002 -0.000
51 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.000 0.000 0.001
52 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.000 -0.000 0.001
53 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.000 0.001 0.000
54 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 0.005 -0.000 -0.000
55 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 0.006 -0.000 -0.000
56 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 0.005 0.001 -0.000
Beam Profile StressThere is no data of this type - Analysis results are not available
Beam Maximum MomentsDistances to maxima are given from beam end A.
Beam Node A Length
(m)
L/C d
(m)
Max My
(kip-in)
d
(m)
Max Mz
(kip-in)
1 1 4.150 5:COMBINAO TOTALMax -ve 0.000 26.560 4.150 178.344
Max +ve 4.150 -18.017 1.729 -77.730
2 2 4.150 5:COMBINAO TOTALMax -ve 0.000 21.073 4.150 158.792
Max +ve 4.150 -5.450 2.075 -67.759
3 3 4.150 5:COMBINAO TOTALMax -ve 4.150 24.607 4.150 151.331
Max +ve 0.000 -5.848 2.075 -67.732
4 4 4.150 5:COMBINAO TOTALMax -ve 4.150 15.384 4.150 130.678
Max +ve 0.000 -16.761 2.075 -71.230
5 5 4.600 5:COMBINAO TOTALMax -ve 4.600 6.218 0.000 169.404
Max +ve 0.000 -24.660 2.300 -89.316
6 9 4.600 5:COMBINAO TOTALMax -ve 0.000 4.363 0.000 200.642
Max +ve 4.600 -0.777 2.300 -82.052
7 10 4.600 5:COMBINAO TOTALMax -ve 0.000 4.401 0.000 218.982
Max +ve 4.600 -12.544 2.683 -94.131
8 11 4.150 5:COMBINAO TOTALMax -ve 0.000 6.278 0.000 131.686
Max +ve 4.150 -5.620 2.075 -71.134
9 14 4.150 5:COMBINAO TOTALMax -ve 0.000 10.466 0.000 151.677
Max +ve 4.150 -2.469 2.075 -67.689
10 13 4.150 5:COMBINAO TOTALMax -ve 4.150 6.845 0.000 158.892
Max +ve 0.000 -1.960 2.075 -67.718
11 12 4.150 5:COMBINAO TOTALMax -ve 4.150 17.760 0.000 177.961
Max +ve 0.000 -6.914 2.421 -77.583
12 8 4.600 5:COMBINAO TOTALMax -ve 4.600 20.717 4.600 218.222
Max +ve 0.000 -22.157 1.917 -93.505
13 7 4.600 5:COMBINAO TOTALMax -ve 4.600 200.777
Max +ve 0.000 -14.279 2.300 -82.079
14 6 4.600 5:COMBINAO TOTALMax -ve 0.000 22.563 4.600 171.102
Max +ve 4.600 -34.010 2.300 -88.958
15 15 4.150 5:COMBINAO TOTALMax -ve 4.150 93.683 4.150 163.559
Max +ve 0.000 -76.058 2.075 -76.465
16 16 4.150 5:COMBINAO TOTALMax -ve 4.150 18.157 4.150 160.978
Max +ve 2.075 -68.941
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 4 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 4 of 17STAAD.Pro for Windows 20.07.04.12
Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kip-in)
d
(m)
Max Mz
(kip-in)
17 17 4.150 5:COMBINAO TOTALMax -ve 4.150 20.893 4.150 163.982
Max +ve 2.075 -69.197
18 18 4.150 5:COMBINAO TOTALMax -ve 0.000 99.688 4.150 158.293
Max +ve 4.150 -103.761 2.075 -73.095
19 19 4.600 5:COMBINAO TOTALMax -ve 4.600 4.199 0.000 154.309
Max +ve 0.000 -38.733 2.300 -103.495
20 20 4.600 5:COMBINAO TOTALMax -ve 4.600 1.043 0.000 215.377
Max +ve 0.000 -0.754 2.300 -80.746
21 21 4.600 5:COMBINAO TOTALMax -ve 0.000 2.901 0.000 227.162
Max +ve 4.600 -17.142 2.683 -106.665
22 22 4.150 5:COMBINAO TOTALMax -ve 4.150 58.823 0.000 158.332
Max +ve 0.000 -57.074 2.075 -73.267
23 23 4.150 5:COMBINAO TOTALMax -ve 0.000 16.799 0.000 164.033
Max +ve 4.150 -0.706 2.075 -69.221
24 24 4.150 5:COMBINAO TOTALMax -ve 4.150 14.129 0.000 161.176
Max +ve 0.000 -1.830 2.075 -68.958
25 25 4.150 5:COMBINAO TOTALMax -ve 0.000 53.086 0.000 163.585
Max +ve 4.150 -29.058 2.075 -76.667
26 26 4.600 5:COMBINAO TOTALMax -ve 0.000 29.181 4.600 226.413
Max +ve 4.600 -32.556 1.917 -106.320
27 27 4.600 5:COMBINAO TOTALMax -ve 4.600 214.924
Max +ve 4.600 -28.296 2.300 -80.864
28 28 4.600 5:COMBINAO TOTALMax -ve 4.600 7.998 4.600 156.405
Max +ve 0.000 -31.018 2.300 -102.933
29 11 3.000 5:COMBINAO TOTALMax -ve 0.000 17.166 0.000 92.806
Max +ve 3.000 -33.025 3.000 -83.339
30 14 3.000 5:COMBINAO TOTALMax -ve 0.000 11.233 0.000 41.484
Max +ve 3.000 -135.413 3.000 -35.748
31 10 3.000 5:COMBINAO TOTALMax -ve 3.000 69.303 3.000 8.901
Max +ve 0.000 -60.066
32 9 3.000 5:COMBINAO TOTALMax -ve 3.000 38.364 3.000 16.399
Max +ve 0.000 -50.258 0.000 -1.354
33 5 3.000 5:COMBINAO TOTALMax -ve 3.000 61.733 0.000 93.690
Max +ve 0.000 -54.161 3.000 -82.972
34 4 3.000 5:COMBINAO TOTALMax -ve 3.000 192.893 0.000 41.803
Max +ve 0.000 -12.014 3.000 -35.806
35 3 3.000 5:COMBINAO TOTALMax -ve 3.000 260.734 0.000 31.502
Max +ve 3.000 -31.695
36 2 3.000 5:COMBINAO TOTALMax -ve 3.000 202.615 0.000 21.911
Max +ve 0.000 -11.784 3.000 -29.339
37 1 3.000 5:COMBINAO TOTALMax -ve 3.000 63.741 3.000 58.745
Max +ve 0.000 -56.249 0.000 -58.733
38 6 3.000 5:COMBINAO TOTALMax -ve 3.000 39.235 0.000 10.851
Max +ve 0.000 -50.617 3.000 -71.512
39 7 3.000 5:COMBINAO TOTALMax -ve 3.000 69.708 0.000 8.878
Max +ve 0.000 -60.327 3.000 -64.145
40 8 3.000 5:COMBINAO TOTALMax -ve 0.000 19.376 3.000 58.990
Max +ve 3.000 -35.444 0.000 -57.777
41 12 3.000 5:COMBINAO TOTALMax -ve 0.000 11.157 0.000 22.607
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 5 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 5 of 17STAAD.Pro for Windows 20.07.04.12
Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kip-in)
d
(m)
Max Mz
(kip-in)
Max +ve 3.000 -145.356 3.000 -29.839
42 13 3.000 5:COMBINAO TOTALMax -ve 0.000 31.691
Max +ve 3.000 -178.863 3.000 -31.898
43 29 4.150 5:COMBINAO TOTALMax -ve 4.150 38.445 4.150 21.052
Max +ve 0.000 -15.978 2.075 -10.584
44 30 4.150 5:COMBINAO TOTALMax -ve 4.150 15.721 4.150 31.859
Max +ve 1.729 -11.923
45 31 4.150 5:COMBINAO TOTALMax -ve 0.000 14.060 4.150 27.171
Max +ve 1.729 -11.354
46 32 4.150 5:COMBINAO TOTALMax -ve 0.000 50.487 4.150 44.475
Max +ve 4.150 -50.041 1.383 -13.386
47 33 4.600 5:COMBINAO TOTALMax -ve 4.600 66.952
Max +ve 4.600 -12.723 0.383 -60.461
48 34 4.600 5:COMBINAO TOTALMax -ve 0.000 130.020
Max +ve 0.000 -5.915 2.300 -67.100
49 35 4.600 5:COMBINAO TOTALMax -ve 4.600 7.040 0.000 98.671
Max +ve 0.000 -7.646 4.600 -82.999
50 36 4.150 5:COMBINAO TOTALMax -ve 0.000 37.884 0.000 42.097
Max +ve 4.150 -33.258 2.767 -12.800
51 37 4.150 5:COMBINAO TOTALMax -ve 0.000 27.139 0.000 25.392
Max +ve 4.150 -24.863 2.421 -11.605
52 38 4.150 5:COMBINAO TOTALMax -ve 4.150 21.892 0.000 32.857
Max +ve 0.000 -23.678 2.421 -12.630
53 39 4.150 5:COMBINAO TOTALMax -ve 4.150 73.585 0.000 23.337
Max +ve 0.000 -45.500 2.075 -10.689
54 40 4.600 5:COMBINAO TOTALMax -ve 0.000 88.142 4.600 96.227
Max +ve 4.600 -68.450 0.000 -77.138
55 41 4.600 5:COMBINAO TOTALMax -ve 4.600 130.704
Max +ve 4.600 -44.278 2.300 -67.082
56 42 4.600 5:COMBINAO TOTALMax -ve 4.600 78.424 0.000 68.937
Max +ve 0.000 -73.439 4.600 -64.783
57 22 3.150 5:COMBINAO TOTALMax -ve 0.000 35.352 0.000 37.281
Max +ve 3.150 -50.087 3.150 -34.814
58 23 3.150 5:COMBINAO TOTALMax -ve 0.000 15.485
Max +ve 3.150 -505.235 3.150 -29.107
59 21 3.150 5:COMBINAO TOTALMax -ve 3.150 9.157 0.000 7.389
Max +ve 0.000 -21.572
60 20 3.150 5:COMBINAO TOTALMax -ve 3.150 63.068 0.000 11.358
Max +ve 0.000 -25.155
61 19 3.150 5:COMBINAO TOTALMax -ve 3.150 71.612 0.000 35.615
Max +ve 0.000 -59.429 3.150 -31.598
62 18 3.150 5:COMBINAO TOTALMax -ve 3.150 534.424 0.000 14.992
Max +ve 3.150 -27.007
63 17 3.150 5:COMBINAO TOTALMax -ve 3.150 516.983 0.000 13.999
Max +ve 3.150 -21.359
64 16 3.150 5:COMBINAO TOTALMax -ve 3.150 527.736 0.000 15.413
Max +ve 3.150 -17.854
65 15 3.150 5:COMBINAO TOTALMax -ve 3.150 73.792 3.150 15.964
Max +ve 0.000 -59.892 0.000 -27.487
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 6 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 6 of 17STAAD.Pro for Windows 20.07.04.12
Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kip-in)
d
(m)
Max Mz
(kip-in)
66 28 3.150 5:COMBINAO TOTALMax -ve 3.150 61.766
Max +ve 0.000 -24.804 0.787 -50.343
67 27 3.150 5:COMBINAO TOTALMax -ve 3.150 7.361
Max +ve 0.000 -20.199 1.050 -47.306
68 26 3.150 5:COMBINAO TOTALMax -ve 0.000 34.252 3.150 18.609
Max +ve 3.150 -47.613 0.000 -28.940
69 25 3.150 5:COMBINAO TOTALMax -ve 0.000 15.170
Max +ve 3.150 -499.090 3.150 -16.084
70 24 3.150 5:COMBINAO TOTALMax -ve 0.000 14.091
Max +ve 3.150 -474.526 3.150 -21.493
71 11 0.500 5:COMBINAO TOTALMax -ve 0.000 4.978
Max +ve 0.000 -39.677 0.500 -101.160
72 14 0.500 5:COMBINAO TOTALMax -ve 0.500 0.000 0.500 0.000
Max +ve 0.000 -14.060 0.000 -14.655
73 13 0.500 5:COMBINAO TOTALMax -ve 0.500 0.000 0.000 15.457
Max +ve 0.000 -21.141 0.500 -0.000
74 12 0.500 5:COMBINAO TOTALMax -ve 0.500 0.000 0.000 50.879
Max +ve 0.000 -17.741 0.500 -0.000
75 8 0.500 5:COMBINAO TOTALMax -ve 0.500 0.000 0.500 95.085
Max +ve 0.000 -37.319 0.000 -17.769
76 7 0.500 5:COMBINAO TOTALMax -ve 0.000 32.849 0.000 27.643
Max +ve 0.500 -0.000
77 6 0.500 5:COMBINAO TOTALMax -ve 0.000 9.195 0.000 31.766
Max +ve 0.500 -0.000 0.500 -0.000
78 1 0.500 5:COMBINAO TOTALMax -ve 0.000 45.563 0.500 102.550
Max +ve 0.000 -14.937
79 2 0.500 5:COMBINAO TOTALMax -ve 0.000 37.908 0.000 51.939
Max +ve 0.500 -0.000
80 3 0.500 5:COMBINAO TOTALMax -ve 0.000 48.974 0.000 15.285
Max +ve 0.500 -0.000 0.500 -0.000
81 4 0.500 5:COMBINAO TOTALMax -ve 0.000 34.355 0.500 0.000
Max +ve 0.000 -16.136
82 5 0.500 5:COMBINAO TOTALMax -ve 0.000 47.576 0.000 1.844
Max +ve 0.500 -109.311
83 9 0.500 5:COMBINAO TOTALMax -ve 0.000 8.440 0.500 0.000
Max +ve 0.000 -6.874
84 10 0.500 5:COMBINAO TOTALMax -ve 0.000 33.681
Max +ve 0.000 -2.637
85 30 13.800 5:COMBINAO TOTALMax -ve 0.000 74.928 0.000 671.474
Max +ve 13.800 -42.194 6.900 -2.14 E +3
86 31 13.800 5:COMBINAO TOTALMax -ve 0.000 1.061 0.000 570.008
Max +ve 6.900 -2.25 E +3
87 32 13.800 5:COMBINAO TOTALMax -ve 13.800 34.459 0.000 682.776
Max +ve 0.000 -82.017 6.900 -2.13 E +3
88 29 13.800 5:COMBINAO TOTALMax -ve 0.000 116.918 13.800 134.232
Max +ve 6.900 -136.437
89 33 13.800 5:COMBINAO TOTALMax -ve 13.800 13.056 0.000 140.756
Max +ve 0.000 -71.834 6.900 -136.736
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 7 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 7 of 17STAAD.Pro for Windows 20.07.04.12
Beam Maximum Relative DisplacementsDistances to maxima are given from beam end A.
Beam Node A Length
(m)
L/C y
(m)
d
(m)
z
(m)
d
(m)
Resultant
(m)
d
(m)
Span
Max z
1 1 4.150 5:COMBINAO TOTAL-0.001 1.729 -0.001 1.383 0.001 1.383 7214
2 2 4.150 5:COMBINAO TOTAL-0.000 2.075 -0.001 1.729 0.001 1.729 8822
3 3 4.150 5:COMBINAO TOTAL-0.000 2.075 -0.001 2.421 0.001 2.421 8829
4 4 4.150 5:COMBINAO TOTAL-0.001 2.075 0.000 1.037 0.001 2.075 7996
5 5 4.600 5:COMBINAO TOTAL-0.001 2.300 -0.000 4.217 0.001 1.917 5648
6 9 4.600 5:COMBINAO TOTAL-0.001 2.300 -0.000 1.533 0.001 2.300 6672
7 10 4.600 5:COMBINAO TOTAL-0.001 2.683 -0.000 3.833 0.001 2.683 5426
8 11 4.150 5:COMBINAO TOTAL-0.001 2.075 0.000 1.037 0.001 2.075 8017
9 14 4.150 5:COMBINAO TOTAL-0.000 2.075 0.000 1.729 0.001 2.075 8841
10 13 4.150 5:COMBINAO TOTAL-0.000 2.075 0.000 2.767 0.001 2.421 8833
11 12 4.150 5:COMBINAO TOTAL-0.001 2.421 0.001 2.767 0.001 2.421 7231
12 8 4.600 5:COMBINAO TOTAL-0.001 1.917 0.000 0.383 0.001 1.917 5479
13 7 4.600 5:COMBINAO TOTAL-0.001 2.300 0.000 1.533 0.002 2.300 6667
14 6 4.600 5:COMBINAO TOTAL-0.001 2.300 -0.000 1.150 0.001 2.683 5691
15 15 4.150 5:COMBINAO TOTAL-0.001 2.075 -0.002 3.113 0.002 3.113 7287
16 16 4.150 5:COMBINAO TOTAL-0.000 2.075 -0.002 2.075 0.002 2.075 8934
17 17 4.150 5:COMBINAO TOTAL-0.000 2.075 -0.002 2.075 0.002 2.075 8871
18 18 4.150 5:COMBINAO TOTAL-0.001 2.075 0.001 3.112 0.001 3.112 7942
19 19 4.600 5:COMBINAO TOTAL-0.001 2.300 0.000 4.217 0.002 1.917 4491
20 20 4.600 5:COMBINAO TOTAL-0.001 2.300 -0.000 3.067 0.001 2.300 7269
21 21 4.600 5:COMBINAO TOTAL-0.001 2.683 0.000 3.833 0.001 2.683 4538
22 22 4.150 5:COMBINAO TOTAL-0.001 2.075 0.001 3.112 0.001 3.112 7905
23 23 4.150 5:COMBINAO TOTAL-0.000 2.075 0.001 1.729 0.001 2.075 8864
24 24 4.150 5:COMBINAO TOTAL-0.000 2.075 0.001 2.421 0.001 2.421 8930
25 25 4.150 5:COMBINAO TOTAL-0.001 2.075 0.001 1.383 0.002 1.383 7250
26 26 4.600 5:COMBINAO TOTAL-0.001 1.917 0.000 4.217 0.001 2.300 4557
27 27 4.600 5:COMBINAO TOTAL-0.001 2.300 0.000 4.217 0.003 2.300 7245
28 28 4.600 5:COMBINAO TOTAL-0.001 2.300 0.000 0.767 0.002 1.917 4534
29 11 3.000 5:COMBINAO TOTAL 0.000 1.750 0.000 2.250 0.000 2.250 > 10000
30 14 3.000 5:COMBINAO TOTAL-0.000 2.750 0.001 1.750 0.001 1.750 > 10000
31 10 3.000 5:COMBINAO TOTAL 0.000 2.750 -0.000 2.250 0.000 2.000 > 10000
32 9 3.000 5:COMBINAO TOTAL-0.000 2.500 0.000 0.750 0.000 1.750 > 10000
33 5 3.000 5:COMBINAO TOTAL 0.000 2.000 -0.000 2.250 0.000 2.250 > 10000
34 4 3.000 5:COMBINAO TOTAL 0.000 2.000 -0.002 1.750 0.002 1.750 > 10000
35 3 3.000 5:COMBINAO TOTAL-0.000 1.750 -0.003 1.750 0.003 1.750 > 10000
36 2 3.000 5:COMBINAO TOTAL 0.000 2.750 -0.002 1.750 0.002 1.750 > 10000
37 1 3.000 5:COMBINAO TOTAL 0.000 2.500 -0.000 2.250 0.000 2.250 > 10000
38 6 3.000 5:COMBINAO TOTAL-0.000 2.500 0.000 0.750 0.001 1.750 > 10000
39 7 3.000 5:COMBINAO TOTAL 0.000 1.750 -0.000 2.250 0.001 1.750 > 10000
40 8 3.000 5:COMBINAO TOTAL-0.000 2.750 0.000 2.250 0.000 2.250 > 10000
41 12 3.000 5:COMBINAO TOTAL-0.000 2.250 0.001 1.750 0.001 1.750 > 10000
42 13 3.000 5:COMBINAO TOTAL 0.000 2.000 0.002 1.750 0.002 1.750 > 10000
43 29 4.150 5:COMBINAO TOTAL-0.000 2.075 -0.001 2.767 0.001 2.767 > 10000
44 30 4.150 5:COMBINAO TOTAL-0.000 1.729 -0.001 2.421 0.001 2.421 > 10000
45 31 4.150 5:COMBINAO TOTAL-0.000 1.729 -0.001 2.075 0.001 2.075 > 10000
46 32 4.150 5:COMBINAO TOTAL-0.000 1.383 -0.001 1.037 0.001 1.037 > 10000
47 33 4.600 5:COMBINAO TOTAL-0.001 1.533 0.000 3.450 0.001 2.300 9109
48 34 4.600 5:COMBINAO TOTAL-0.001 2.300 0.000 3.833 0.001 2.300 7268
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 8 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 8 of 17STAAD.Pro for Windows 20.07.04.12
Beam Maximum Relative Displacements Cont...Beam Node A Length
(m)
L/C y
(m)
d
(m)
z
(m)
d
(m)
Resultant
(m)
d
(m)
Span
Max z
49 35 4.600 5:COMBINAO TOTAL-0.000 3.067 -0.000 4.217 0.000 3.067 9477
50 36 4.150 5:COMBINAO TOTAL-0.000 2.767 0.001 1.037 0.001 1.037 > 10000
51 37 4.150 5:COMBINAO TOTAL-0.000 2.421 0.000 1.037 0.000 1.037 > 10000
52 38 4.150 5:COMBINAO TOTAL-0.000 2.421 -0.000 1.038 0.000 1.038 > 10000
53 39 4.150 5:COMBINAO TOTAL-0.000 2.075 0.002 2.767 0.002 2.767 > 10000
54 40 4.600 5:COMBINAO TOTAL-0.000 1.533 -0.000 0.767 0.002 1.150 > 10000
55 41 4.600 5:COMBINAO TOTAL-0.001 2.300 0.000 2.683 0.005 2.300 7273
56 42 4.600 5:COMBINAO TOTAL-0.001 3.067 -0.000 4.217 0.001 3.450 8632
57 22 3.150 5:COMBINAO TOTAL-0.000 2.100 0.000 2.362 0.000 2.362 > 10000
58 23 3.150 5:COMBINAO TOTAL-0.000 2.625 0.007 1.837 0.007 1.837 > 10000
59 21 3.150 5:COMBINAO TOTAL-0.000 2.887 0.000 1.050 0.000 1.312 > 10000
60 20 3.150 5:COMBINAO TOTAL 0.000 0.525 -0.000 2.100 0.000 1.575 > 10000
61 19 3.150 5:COMBINAO TOTAL 0.000 2.887 -0.000 2.362 0.000 2.362 > 10000
62 18 3.150 5:COMBINAO TOTAL 0.000 0.262 -0.008 1.837 0.008 1.837 > 10000
63 17 3.150 5:COMBINAO TOTAL-0.000 2.100 -0.009 1.575 0.009 1.575 > 10000
64 16 3.150 5:COMBINAO TOTAL-0.000 0.262 -0.008 1.575 0.008 1.575 > 10000
65 15 3.150 5:COMBINAO TOTAL-0.000 2.100 -0.000 2.362 0.000 2.362 > 10000
66 28 3.150 5:COMBINAO TOTAL 0.000 2.887 -0.000 2.100 0.001 1.575 > 10000
67 27 3.150 5:COMBINAO TOTAL 0.000 2.362 0.000 1.050 0.001 1.575 > 10000
68 26 3.150 5:COMBINAO TOTAL 0.000 2.100 0.000 2.625 0.000 0.787 > 10000
69 25 3.150 5:COMBINAO TOTAL 0.000 2.887 0.007 1.837 0.007 1.837 > 10000
70 24 3.150 5:COMBINAO TOTAL-0.000 2.362 0.008 1.575 0.008 1.575 > 10000
71 11 0.500 5:COMBINAO TOTAL-0.000 0.458 0.000 0.167 0.000 0.250 > 10000
72 14 0.500 5:COMBINAO TOTAL-0.000 0.292 0.000 0.250 0.000 0.250 > 10000
73 13 0.500 5:COMBINAO TOTAL 0.000 0.458 0.000 0.125 0.000 0.208 > 10000
74 12 0.500 5:COMBINAO TOTAL-0.000 0.458 0.000 0.208 0.000 0.208 > 10000
75 8 0.500 5:COMBINAO TOTAL-0.000 0.333 0.000 0.250 0.000 0.250 > 10000
76 7 0.500 5:COMBINAO TOTAL-0.000 0.458 -0.000 0.250 0.000 0.208 > 10000
77 6 0.500 5:COMBINAO TOTAL 0.000 0.417 -0.000 0.250 0.000 0.208 > 10000
78 1 0.500 5:COMBINAO TOTAL-0.000 0.458 -0.000 0.208 0.000 0.208 > 10000
79 2 0.500 5:COMBINAO TOTAL-0.000 0.417 -0.000 0.208 0.000 0.208 > 10000
80 3 0.500 5:COMBINAO TOTAL-0.000 0.458 -0.000 0.208 0.000 0.208 > 10000
81 4 0.500 5:COMBINAO TOTAL 0.000 0.417 -0.000 0.208 0.000 0.208 > 10000
82 5 0.500 5:COMBINAO TOTAL 0.000 0.458 -0.000 0.208 0.000 0.250 > 10000
83 9 0.500 5:COMBINAO TOTAL 0.000 0.417 -0.000 0.333 0.000 0.125 > 10000
84 10 0.500 5:COMBINAO TOTAL-0.000 0.417 -0.000 0.208 0.000 0.208 > 10000
85 30 13.800 5:COMBINAO TOTAL-0.081 6.900 -0.000 8.050 0.081 6.900 170
86 31 13.800 5:COMBINAO TOTAL-0.086 6.900 0.000 12.650 0.086 6.900 160
87 32 13.800 5:COMBINAO TOTAL-0.080 6.900 0.000 12.650 0.081 6.900 172
88 29 13.800 5:COMBINAO TOTAL-0.004 6.900 0.000 9.200 0.012 6.900 3114
89 33 13.800 5:COMBINAO TOTAL-0.004 6.900 -0.000 10.350 0.006 5.750 3103
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 9 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 9 of 17STAAD.Pro for Windows 20.07.04.12
Base PressureNode L/C FX
(psi)
FY
(psi)
FZ
(psi)
43 5:COMBINAO TOTAL 0.000 0.000 0.000
44 5:COMBINAO TOTAL 0.000 0.000 0.000
45 5:COMBINAO TOTAL 0.000 0.000 0.000
46 5:COMBINAO TOTAL 0.000 0.000 0.000
47 5:COMBINAO TOTAL 0.000 0.000 0.000
48 5:COMBINAO TOTAL 0.000 0.000 0.000
49 5:COMBINAO TOTAL 0.000 0.000 0.000
50 5:COMBINAO TOTAL 0.000 0.000 0.000
51 5:COMBINAO TOTAL 0.000 0.000 0.000
52 5:COMBINAO TOTAL 0.000 0.000 0.000
53 5:COMBINAO TOTAL 0.000 0.000 0.000
54 5:COMBINAO TOTAL 0.000 0.000 0.000
55 5:COMBINAO TOTAL 0.000 0.000 0.000
56 5:COMBINAO TOTAL 0.000 0.000 0.000
Failed MembersThere is no data of this type.
Statics Check ResultsL/C FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kip-in)
MY
(kip-in)
MZ
(kip-in)
1:VENTO Loads 21.033 0.000 -25.400 -691.276 3.15 E +3 -572.437
1:VENTO Reactions -21.033 0.000 25.400 691.276 -3.15 E +3 572.437
Difference 0.000 0.000 -0.000 -0.000 0.000 -0.000
2:PESO PRPRIO Loads 0.000 -512.680 0.000 31.3 E +3 0.000 -37.7 E +3
2:PESO PRPRIO Reactions -0.000 512.680 -0.000 -31.3 E +3 0.000 37.7 E +3
Difference -0.000 0.000 -0.000 -0.000 0.000 0.000
3:PAREDES Loads 0.000 -1.01 E +3 0.000 61.8 E +3 0.000 -74.4 E +3
3:PAREDES Reactions -0.000 1.01 E +3 -0.000 -61.8 E +3 -0.000 74.4 E +3
Difference -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
4:COBERTURA Loads 0.000 -460.000 0.000 28.1 E +3 0.000 -33.8 E +3
4:COBERTURA Reactions 0.000 460.000 -0.000 -28.1 E +3 -0.000 33.8 E +3
Difference 0.000 0.000 -0.000 -0.000 -0.000 0.000
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 10 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 10 of 17STAAD.Pro for Windows 20.07.04.12
82
33
4
815
61
18
34
3
19
8380
46
62
17
3235
2
47
679
60
45
63
16
36
1
20
8478
44
31
64
15
37
8948
714
59
43
65
87
21
71
28
77
29
8
38
4986
56
7213
57
22
30
66
9
85
73
27
76
50
58
23
4239
10
8855
7412
51
70
24
67
41
11
26
75
52
69
25
40
5453
68
475
19
464
33
51
18
4593
32
2017
442
34
52
31
16
10
431
21
30
15
35
53
29
11
486
22
56
28
14
36
23
55
42
49137
37
24
54
27
12
3841
25
508
39
26
40
Load 5X
Y
Z
Whole Structure
3D Rendered View
X = -25.117 kNY = 123.505 kNZ = 10.751 kNMX = FREEMY = FREEMZ = FREE
X = 3.646 kNY = 201.120 kNZ = 7.763 kNMX = FREEMY = FREEMZ = FREE
X = 1.553 kNY = 140.468 kNZ = 1.907 kNMX = FREEMY = FREEMZ = FREE
X = -3.454 kNY = 201.499 kNZ = 11.067 kNMX = FREEMY = FREEMZ = FREE
X = -11.737 kNY = 202.299 kNZ = 8.566 kNMX = FREEMY = FREEMZ = FREE
X = 0.596 kNY = 139.677 kNZ = 7.611 kNMX = FREEMY = FREEMZ = FREE
X = 26.548 kNY = 115.866 kNZ = 10.296 kNMX = FREEMY = FREEMZ = FREE
X = -23.984 kNY = 114.295 kNZ = -8.966 kNMX = FREEMY = FREEMZ = FREE
X = -7.178 kNY = 140.520 kNZ = 2.078 kNMX = FREEMY = FREEMZ = FREE
X = 3.312 kNY = 200.651 kNZ = -3.177 kNMX = FREEMY = FREEMZ = FREE
X = -3.493 kNY = 200.963 kNZ = -4.777 kNMX = FREEMY = FREEMZ = FREE
X = -6.246 kNY = 139.345 kNZ = 7.423 kNMX = FREEMY = FREEMZ = FREE
X = -11.497 kNY = 201.862 kNZ = -4.009 kNMX = FREEMY = FREEMZ = FREE
X = 25.501 kNY = 107.431 kNZ = -8.433 kNMX = FREEMY = FREEMZ = FREE
Load 5X
Y
Z
Whole Structure
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 11 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 11 of 17STAAD.Pro for Windows 20.07.04.12
MaterialsMat Name E
(kip/in2)
Density
(kip/in3)
(1/F)
1 STEEL 29 E +3 0.300 0.000 6.5 E -6
2 STAINLESSSTEEL 28 E +3 0.300 0.000 9.9 E -6
3 ALUMINUM 10 E +3 0.330 0.000 12.8 E -6
4 CONCRETE 3.15 E +3 0.170 0.000 5.5 E -6
Beam Loads : 1 VENTOBeam Type Direction Fa Da
(m)
Fb Db Ecc.
(m)
29 UNI lbf/ft GZ -35.631 - - - -
30 UNI lbf/ft GZ -70.578 - - - -
37 UNI lbf/ft GX 39.057 - - - -
38 UNI lbf/ft GX 78.115 - - - -
39 UNI lbf/ft GX 78.115 - - - -
40 UNI lbf/ft GZ -35.631 - - - -
UNI lbf/ft GX 39.057 - - - -
41 UNI lbf/ft GZ -70.578 - - - -
42 UNI lbf/ft GZ -70.578 - - - -
57 UNI lbf/ft GZ -35.631 - - - -
58 UNI lbf/ft GZ -70.578 - - - -
65 UNI lbf/ft GX 39.057 - - - -
66 UNI lbf/ft GX 78.115 - - - -
67 UNI lbf/ft GX 78.115 - - - -
68 UNI lbf/ft GZ -35.631 - - - -
UNI lbf/ft GX 39.057 - - - -
69 UNI lbf/ft GZ -70.578 - - - -
70 UNI lbf/ft GZ -70.578 - - - -
Selfweight : 2 PESO PRPRIODirection Factor
Y -1.000
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 12 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 12 of 17STAAD.Pro for Windows 20.07.04.12
Beam Loads : 3 PAREDESBeam Type Direction Fa Da
(m)
Fb Db Ecc.
(m)
1 UNI lbf/ft GY -555.028 - - - -
2 UNI lbf/ft GY -555.028 - - - -
3 UNI lbf/ft GY -555.028 - - - -
4 UNI lbf/ft GY -555.028 - - - -
5 UNI lbf/ft GY -555.028 - - - -
6 UNI lbf/ft GY -555.028 - - - -
7 UNI lbf/ft GY -555.028 - - - -
8 UNI lbf/ft GY -555.028 - - - -
9 UNI lbf/ft GY -555.028 - - - -
10 UNI lbf/ft GY -555.028 - - - -
11 UNI lbf/ft GY -555.028 - - - -
12 UNI lbf/ft GY -555.028 - - - -
13 UNI lbf/ft GY -555.028 - - - -
14 UNI lbf/ft GY -555.028 - - - -
15 UNI lbf/ft GY -585.862 - - - -
16 UNI lbf/ft GY -585.862 - - - -
17 UNI lbf/ft GY -585.862 - - - -
18 UNI lbf/ft GY -585.862 - - - -
19 UNI lbf/ft GY -585.862 - - - -
20 UNI lbf/ft GY -585.862 - - - -
21 UNI lbf/ft GY -585.862 - - - -
22 UNI lbf/ft GY -585.862 - - - -
23 UNI lbf/ft GY -585.862 - - - -
24 UNI lbf/ft GY -585.862 - - - -
25 UNI lbf/ft GY -585.862 - - - -
26 UNI lbf/ft GY -585.862 - - - -
27 UNI lbf/ft GY -585.862 - - - -
28 UNI lbf/ft GY -585.862 - - - -
Beam Loads : 4 COBERTURABeam Type Direction Fa Da
(m)
Fb Db Ecc.
(m)
48 UNI lbf/ft GY -342.610 - - - -
55 UNI lbf/ft GY -342.610 - - - -
85 UNI lbf/ft GY -685.219 - - - -
86 UNI lbf/ft GY -685.219 - - - -
87 UNI lbf/ft GY -685.219 - - - -
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 13 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 13 of 17STAAD.Pro for Windows 20.07.04.12
SupportsNode X
(kip/in)
Y
(kip/in)
Z
(kip/in)
rX
(kip-ft/deg)
rY
(kip-ft/deg)
rZ
(kip-ft/deg)
43 Fixed Fixed Fixed - - -
44 Fixed Fixed Fixed - - -
45 Fixed Fixed Fixed - - -
46 Fixed Fixed Fixed - - -
47 Fixed Fixed Fixed - - -
48 Fixed Fixed Fixed - - -
49 Fixed Fixed Fixed - - -
50 Fixed Fixed Fixed - - -
51 Fixed Fixed Fixed - - -
52 Fixed Fixed Fixed - - -
53 Fixed Fixed Fixed - - -
54 Fixed Fixed Fixed - - -
55 Fixed Fixed Fixed - - -
56 Fixed Fixed Fixed - - -
Beam End ForcesSign convention is as the action of the joint on the beam.
Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kip-in)
My
(kip-in)
Mz
(kip-in)
1 1 5:COMBINAO TOTAL 22.017 18.812 -1.214 69.290 26.560 71.697
2 5:COMBINAO TOTAL-22.017 24.619 1.214 -69.290 18.017 -178.344
2 2 5:COMBINAO TOTAL 12.210 20.237 -0.722 19.598 21.073 104.495
3 5:COMBINAO TOTAL-12.210 23.193 0.722 -19.598 5.450 -158.792
3 3 5:COMBINAO TOTAL 11.136 20.644 0.829 -21.297 -5.848 112.004
4 5:COMBINAO TOTAL-11.136 22.786 -0.829 21.297 -24.607 -151.331
4 4 5:COMBINAO TOTAL 17.706 21.579 0.875 -67.666 -16.761 125.664
5 5:COMBINAO TOTAL-17.706 21.852 -0.875 67.666 -15.384 -130.678
5 5 5:COMBINAO TOTAL 7.261 24.744 0.758 -6.096 -24.660 169.404
9 5:COMBINAO TOTAL-7.261 23.395 -0.758 6.096 -6.218 -141.944
6 9 5:COMBINAO TOTAL 5.831 25.922 -0.126 2.132 4.363 200.642
10 5:COMBINAO TOTAL-5.831 22.218 0.126 -2.132 0.777 -125.236
7 10 5:COMBINAO TOTAL 8.569 27.225 -0.416 3.993 4.401 218.982
11 5:COMBINAO TOTAL-8.569 20.914 0.416 -3.993 12.544 -90.529
8 11 5:COMBINAO TOTAL 16.934 21.901 -0.324 33.687 6.278 131.686
14 5:COMBINAO TOTAL-16.934 21.529 0.324 -33.687 5.620 -124.848
9 14 5:COMBINAO TOTAL 10.714 22.802 -0.352 8.394 10.466 151.677
13 5:COMBINAO TOTAL-10.714 20.628 0.352 -8.394 2.469 -111.745
10 13 5:COMBINAO TOTAL 11.812 23.197 0.240 -6.552 -1.960 158.892
12 5:COMBINAO TOTAL-11.812 20.234 -0.240 6.552 -6.845 -104.475
11 12 5:COMBINAO TOTAL 21.333 24.594 0.672 -35.450 -6.914 177.961
8 5:COMBINAO TOTAL-21.333 18.836 -0.672 35.450 -17.760 -72.222
12 8 5:COMBINAO TOTAL 8.210 20.973 1.053 -38.558 -22.157 92.145
7 5:COMBINAO TOTAL-8.210 27.166 -1.053 38.558 -20.717 -218.222
13 7 5:COMBINAO TOTAL 5.684 22.210 0.122 -2.037 -14.279 125.046
6 5:COMBINAO TOTAL-5.684 25.930 -0.122 2.037 9.320 -200.777
14 6 5:COMBINAO TOTAL 6.990 23.329 -1.390 40.580 22.563 140.964
1 5:COMBINAO TOTAL-6.990 24.810 1.390 -40.580 34.010 -171.102
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 14 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 14 of 17STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kip-in)
My
(kip-in)
Mz
(kip-in)
15 15 5:COMBINAO TOTAL 6.453 21.044 4.621 32.772 -76.058 101.178
16 5:COMBINAO TOTAL-6.453 24.440 -4.621 -32.772 -93.683 -163.559
16 16 5:COMBINAO TOTAL 5.716 21.594 0.005 4.065 17.987 118.807
17 5:COMBINAO TOTAL-5.716 23.890 -0.005 -4.065 -18.157 -160.978
17 17 5:COMBINAO TOTAL 4.605 21.416 0.047 -3.783 19.156 115.285
18 5:COMBINAO TOTAL-4.605 24.068 -0.047 3.783 -20.893 -163.982
18 18 5:COMBINAO TOTAL 3.188 21.514 -5.539 -33.147 99.688 113.184
19 5:COMBINAO TOTAL-3.188 23.970 5.539 33.147 103.761 -158.293
19 19 5:COMBINAO TOTAL-5.874 25.268 1.054 -3.874 -38.733 154.309
20 5:COMBINAO TOTAL 5.874 25.148 -1.054 3.874 -4.199 -151.858
20 20 5:COMBINAO TOTAL-5.701 27.151 0.044 1.167 -0.754 215.377
21 5:COMBINAO TOTAL 5.701 23.266 -0.044 -1.167 -1.043 -136.287
21 21 5:COMBINAO TOTAL-1.931 28.761 -0.492 2.679 2.901 227.162
22 5:COMBINAO TOTAL 1.931 21.655 0.492 -2.679 17.142 -82.512
22 22 5:COMBINAO TOTAL 3.556 23.982 3.155 14.134 -57.074 158.332
23 5:COMBINAO TOTAL-3.556 21.503 -3.155 -14.134 -58.823 -112.801
23 23 5:COMBINAO TOTAL 4.865 24.072 -0.477 -3.732 16.799 164.033
24 5:COMBINAO TOTAL-4.865 21.412 0.477 3.732 0.706 -115.186
24 24 5:COMBINAO TOTAL 5.983 23.902 0.435 3.579 -1.830 161.176
25 5:COMBINAO TOTAL-5.983 21.582 -0.435 -3.579 -14.129 -118.576
25 25 5:COMBINAO TOTAL 6.838 24.453 -2.236 -13.944 53.086 163.585
26 5:COMBINAO TOTAL-6.838 21.031 2.236 13.944 29.058 -100.749
26 26 5:COMBINAO TOTAL-0.710 21.701 -1.516 -25.002 29.181 83.639
27 5:COMBINAO TOTAL 0.710 28.715 1.516 25.002 32.556 -226.413
27 27 5:COMBINAO TOTAL-4.618 23.282 -0.040 -1.068 -26.657 136.506
28 5:COMBINAO TOTAL 4.618 27.134 0.040 1.068 28.296 -214.924
28 28 5:COMBINAO TOTAL-4.897 25.073 0.958 26.110 -31.018 150.886
15 5:COMBINAO TOTAL 4.897 25.344 -0.958 -26.110 -7.998 -156.405
29 11 5:COMBINAO TOTAL 70.443 6.634 -0.720 -18.185 17.166 92.806
22 5:COMBINAO TOTAL-64.222 -6.634 3.060 18.185 33.025 83.339
30 14 5:COMBINAO TOTAL 155.283 2.909 -3.205 -16.086 11.233 41.484
23 5:COMBINAO TOTAL-149.063 -2.909 7.840 16.086 135.413 35.748
31 10 5:COMBINAO TOTAL 89.199 -0.306 4.872 -5.178 -60.066 0.776
21 5:COMBINAO TOTAL-82.978 0.306 -4.872 5.178 -69.303 -8.901
32 9 5:COMBINAO TOTAL 90.114 -0.669 3.338 1.855 -50.258 -1.354
20 5:COMBINAO TOTAL-83.894 0.669 -3.338 -1.855 -38.364 -16.399
33 5 5:COMBINAO TOTAL 75.872 6.653 4.365 36.181 -54.161 93.690
19 5:COMBINAO TOTAL-69.652 -6.653 -4.365 -36.181 -61.733 82.972
34 4 5:COMBINAO TOTAL 155.719 2.923 7.717 41.369 -12.014 41.803
18 5:COMBINAO TOTAL-149.499 -2.923 -7.717 -41.369 -192.893 35.806
35 3 5:COMBINAO TOTAL 156.625 2.380 9.515 0.398 8.079 31.502
17 5:COMBINAO TOTAL-150.404 -2.380 -9.515 -0.398 -260.734 31.695
36 2 5:COMBINAO TOTAL 156.407 1.930 8.075 -39.091 -11.784 21.911
16 5:COMBINAO TOTAL-150.187 -1.930 -8.075 39.091 -202.615 29.339
37 1 5:COMBINAO TOTAL 71.207 -3.142 4.519 -56.570 -56.249 -58.733
15 5:COMBINAO TOTAL-64.987 5.707 -4.519 56.570 -63.741 -58.745
38 6 5:COMBINAO TOTAL 90.224 5.667 3.384 -31.883 -50.617 10.851
28 5:COMBINAO TOTAL-84.003 -0.537 -3.384 31.883 -39.235 71.512
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 15 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 15 of 17STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kip-in)
My
(kip-in)
Mz
(kip-in)
39 7 5:COMBINAO TOTAL 88.932 5.315 4.897 34.996 -60.327 8.878
27 5:COMBINAO TOTAL-82.712 -0.185 -4.897 -34.996 -69.708 64.145
40 8 5:COMBINAO TOTAL 66.586 -3.115 -0.895 39.125 19.376 -57.777
26 5:COMBINAO TOTAL-60.365 5.680 3.235 -39.125 35.444 -58.990
41 12 5:COMBINAO TOTAL 155.998 1.975 -3.577 13.759 11.157 22.607
25 5:COMBINAO TOTAL-149.778 -1.975 8.212 -13.759 145.356 29.839
42 13 5:COMBINAO TOTAL 156.102 2.395 -4.185 -0.509 -6.196 31.691
24 5:COMBINAO TOTAL-149.881 -2.395 8.820 0.509 178.863 31.898
43 29 5:COMBINAO TOTAL 5.904 3.118 1.482 -111.061 -15.978 17.041
30 5:COMBINAO TOTAL-5.904 3.336 -1.482 111.061 -38.445 -21.052
44 30 5:COMBINAO TOTAL 3.752 2.528 0.425 -10.203 0.123 6.188
31 5:COMBINAO TOTAL-3.752 3.926 -0.425 10.203 -15.721 -31.859
45 31 5:COMBINAO TOTAL 2.480 2.773 -0.222 11.258 14.060 10.512
32 5:COMBINAO TOTAL-2.480 3.680 0.222 -11.258 -5.896 -27.171
46 32 5:COMBINAO TOTAL 1.927 1.939 -2.737 110.273 50.487 -2.809
33 5:COMBINAO TOTAL-1.927 4.514 2.737 -110.273 50.041 -44.475
47 33 5:COMBINAO TOTAL-32.561 0.461 -0.211 -1.575 -4.114 -59.909
34 5:COMBINAO TOTAL 32.561 6.693 0.211 1.575 12.723 -66.952
48 34 5:COMBINAO TOTAL-29.397 18.372 0.130 0.255 -5.915 130.020
35 5:COMBINAO TOTAL 29.397 16.382 -0.130 -0.255 0.610 -89.514
49 35 5:COMBINAO TOTAL-28.295 8.039 0.361 1.219 -7.646 98.671
36 5:COMBINAO TOTAL 28.295 -0.886 -0.361 -1.219 -7.040 82.999
50 36 5:COMBINAO TOTAL 3.642 4.393 -1.937 -110.689 37.884 42.097
37 5:COMBINAO TOTAL-3.642 2.060 1.937 110.689 33.258 0.742
51 37 5:COMBINAO TOTAL 6.195 3.609 -1.416 -11.662 27.139 25.392
38 5:COMBINAO TOTAL-6.195 2.844 1.416 11.662 24.863 -11.352
52 38 5:COMBINAO TOTAL 7.467 4.005 1.241 10.642 -23.678 32.857
39 5:COMBINAO TOTAL-7.467 2.448 -1.241 -10.642 -21.892 -4.263
53 39 5:COMBINAO TOTAL 7.629 3.466 3.242 112.033 -45.500 23.337
40 5:COMBINAO TOTAL-7.629 2.987 -3.242 -112.033 -73.585 -14.544
54 40 5:COMBINAO TOTAL-27.808 -0.682 -3.846 -11.612 88.142 -77.138
41 5:COMBINAO TOTAL 27.808 7.835 3.846 11.612 68.450 -96.227
55 41 5:COMBINAO TOTAL-28.797 16.349 -0.121 -0.173 -39.353 88.866
42 5:COMBINAO TOTAL 28.797 18.404 0.121 0.173 44.278 -130.704
56 42 5:COMBINAO TOTAL-31.902 6.861 3.730 11.882 -73.439 68.937
29 5:COMBINAO TOTAL 31.902 0.292 -3.730 -11.882 -78.424 64.783
57 22 5:COMBINAO TOTAL 18.585 2.586 -1.836 20.665 35.352 37.281
36 5:COMBINAO TOTAL-12.054 -2.586 4.293 -20.665 50.087 34.814
58 23 5:COMBINAO TOTAL 103.489 1.599 -11.472 25.938 -117.546 15.485
37 5:COMBINAO TOTAL-96.958 -1.599 16.339 -25.938 505.235 29.107
59 21 5:COMBINAO TOTAL 30.952 0.230 1.102 -7.035 -21.572 7.389
35 5:COMBINAO TOTAL-24.421 -0.230 -1.102 7.035 -9.157 -0.965
60 20 5:COMBINAO TOTAL 31.595 0.342 3.164 6.808 -25.155 11.358
34 5:COMBINAO TOTAL-25.064 -0.342 -3.164 -6.808 -63.068 -1.830
61 19 5:COMBINAO TOTAL 20.413 2.411 4.700 -29.144 -59.429 35.615
33 5:COMBINAO TOTAL-13.882 -2.411 -4.700 29.144 -71.612 31.598
62 18 5:COMBINAO TOTAL 103.917 1.506 13.303 -37.426 163.529 14.992
32 5:COMBINAO TOTAL-97.386 -1.506 -13.303 37.426 -534.424 27.007
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 16 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 16 of 17STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kip-in)
My
(kip-in)
Mz
(kip-in)
63 17 5:COMBINAO TOTAL 105.098 1.268 9.473 -0.601 252.886 13.999
31 5:COMBINAO TOTAL-98.567 -1.268 -9.473 0.601 -516.983 21.359
64 16 5:COMBINAO TOTAL 104.152 1.193 12.691 36.605 173.908 15.413
30 5:COMBINAO TOTAL-97.621 -1.193 -12.691 -36.605 -527.736 17.854
65 15 5:COMBINAO TOTAL 18.599 -0.212 4.795 27.730 -59.892 -27.487
29 5:COMBINAO TOTAL-12.068 2.905 -4.795 -27.730 -73.792 -15.964
66 28 5:COMBINAO TOTAL 31.797 1.535 3.105 -29.161 -24.804 -44.334
42 5:COMBINAO TOTAL-25.265 3.851 -3.105 29.161 -61.766 12.055
67 27 5:COMBINAO TOTAL 30.715 1.661 0.989 29.097 -20.199 -40.211
41 5:COMBINAO TOTAL-24.184 3.725 -0.989 -29.097 -7.361 11.439
68 26 5:COMBINAO TOTAL 17.633 -0.359 -1.708 -17.763 34.252 -28.940
40 5:COMBINAO TOTAL-11.101 3.052 4.165 17.763 47.613 -18.609
69 25 5:COMBINAO TOTAL 103.743 1.121 -10.883 -25.198 -127.834 15.170
39 5:COMBINAO TOTAL-97.211 -1.121 15.750 25.198 499.090 16.084
70 24 5:COMBINAO TOTAL 104.567 1.276 -7.909 0.616 -186.174 14.091
38 5:COMBINAO TOTAL-98.036 -1.276 12.776 -0.616 474.526 21.493
71 11 5:COMBINAO TOTAL 113.258 23.984 8.966 7.935 -39.677 4.978
53 5:COMBINAO TOTAL-114.295 -23.984 -8.966 -7.935 0.000 101.160
72 14 5:COMBINAO TOTAL 199.614 -3.312 3.177 0.000 -14.060 -14.655
56 5:COMBINAO TOTAL-200.651 3.312 -3.177 -0.000 -0.000 -0.000
73 13 5:COMBINAO TOTAL 199.926 3.493 4.777 -0.000 -21.141 15.457
55 5:COMBINAO TOTAL-200.963 -3.493 -4.777 0.000 -0.000 0.000
74 12 5:COMBINAO TOTAL 200.825 11.497 4.009 -0.000 -17.741 50.879
54 5:COMBINAO TOTAL-201.862 -11.497 -4.009 0.000 -0.000 0.000
75 8 5:COMBINAO TOTAL 106.395 -25.501 8.433 -7.464 -37.319 -17.769
50 5:COMBINAO TOTAL-107.431 25.501 -8.433 7.464 -0.000 -95.085
76 7 5:COMBINAO TOTAL 138.308 6.246 -7.423 0.000 32.849 27.643
49 5:COMBINAO TOTAL-139.345 -6.246 7.423 -0.000 0.000 -0.000
77 6 5:COMBINAO TOTAL 139.483 7.178 -2.078 0.000 9.195 31.766
48 5:COMBINAO TOTAL-140.520 -7.178 2.078 0.000 0.000 0.000
78 1 5:COMBINAO TOTAL 114.829 -26.548 -10.296 9.113 45.563 -14.937
43 5:COMBINAO TOTAL-115.866 26.548 10.296 -9.113 -0.000 -102.550
79 2 5:COMBINAO TOTAL 201.262 11.737 -8.566 0.000 37.908 51.939
44 5:COMBINAO TOTAL-202.299 -11.737 8.566 -0.000 -0.000 0.000
80 3 5:COMBINAO TOTAL 200.462 3.454 -11.067 0.000 48.974 15.285
45 5:COMBINAO TOTAL-201.499 -3.454 11.067 -0.000 0.000 0.000
81 4 5:COMBINAO TOTAL 200.083 -3.646 -7.763 -0.000 34.355 -16.136
46 5:COMBINAO TOTAL-201.120 3.646 7.763 0.000 -0.000 -0.000
82 5 5:COMBINAO TOTAL 122.468 25.117 -10.751 -9.515 47.576 1.844
47 5:COMBINAO TOTAL-123.505 -25.117 10.751 9.515 -0.000 109.311
83 9 5:COMBINAO TOTAL 139.431 -1.553 -1.907 -0.000 8.440 -6.874
51 5:COMBINAO TOTAL-140.468 1.553 1.907 0.000 -0.000 -0.000
84 10 5:COMBINAO TOTAL 138.641 -0.596 -7.611 0.000 33.681 -2.637
52 5:COMBINAO TOTAL-139.677 0.596 7.611 -0.000 -0.000 0.000
85 30 5:COMBINAO TOTAL 13.748 91.757 -0.959 0.001 74.928 671.474
39 5:COMBINAO TOTAL-13.748 91.297 0.959 -0.001 42.194 -643.362
86 31 5:COMBINAO TOTAL 10.120 91.868 -0.004 0.000 1.061 570.008
38 5:COMBINAO TOTAL-10.120 91.186 0.004 -0.000 -0.570 -528.393
-
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2015-001-001 17 00
ESPAO CULTURAL DE PINTADAS
CIA DE ARTE CNICA RHELUZ
01/01
2014-03-01-001
CLAUDENIR 14-Mar-15 GERBES
17-Mar-2015 21:26ESTRUTURA.std
Print Time/Date: 19/03/2015 20:31 Print Run 17 of 17STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kip-in)
My
(kip-in)
Mz
(kip-in)
87 32 5:COMBINAO TOTAL 15.818 91.766 0.954 -0.001 -82.017 682.776
37 5:COMBINAO TOTAL-15.818 91.288 -0.954 0.001 -34.459 -653.598
88 29 5:COMBINAO TOTAL 35.215 8.658 -0.731 0.001 116.918 125.855
40 5:COMBINAO TOTAL-35.215 8.796 0.731 -0.001 -27.664 -134.232
89 33 5:COMBINAO TOTAL 34.525 8.907 0.695 -0.001 -71.834 140.756
36 5:COMBINAO TOTAL-34.525 8.547 -0.695 0.001 -13.056 -118.733
Node Displacement SummaryNode L/C X
(m)
Y
(m)
Z
(m)
Resultant
(m)
rX
(rad)
rY
(rad)
rZ
(rad)
Max X 42 5:COMBINAO TOTAL 0.032 -0.000 -0.002 0.032 0.000 0.004 -0.002
Min X 34 5:COMBINAO TOTAL-0.004 -0.000 -0.002 0.005 0.000 -0.000 0.000
Max Y 43 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.000 0.002 -0.000
Min Y 31 5:COMBINAO TOTAL 0.001 -0.001 -0.021 0.021 0.018 0.000 -0.000
Max Z 24 5:COMBINAO TOTAL 0.001 -0.000 0.015 0.015 0.001 0.000 -0.000
Min Z 17 5:COMBINAO TOTAL 0.001 -0.000 -0.038 0.038 -0.005 0.000 -0.000
Max rX 31 5:COMBINAO TOTAL 0.001 -0.001 -0.021 0.021 0.018 0.000 -0.000
Min rX 38 5:COMBINAO TOTAL 0.001 -0.001 -0.008 0.008 -0.019 -0.000 -0.000
Max rY 15 5:COMBINAO TOTAL 0.001 -0.000 -0.001 0.001 0.000 0.005 -0.000
Min rY 41 5:COMBINAO TOTAL 0.030 -0.000 -0.002 0.031 -0.000 -0.005 -0.002
Max rZ 51 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.000 0.000 0.001
Min rZ 48 5:COMBINAO TOTAL 0.000 0.000 0.000 0.000 -0.000 0.001 -0.007
Max Rst 17 5:COMBINAO TOTAL 0.001 -0.000 -0.038 0.038 -0.005 0.000 -0.000
