Job No Sheet No Rev

1
Part
Software licensed to
Job Title Ref

By Date24-Jan-20 Chd

Client File Structure1.std Date/Time 01-Feb-2020 16:41

Job Information
Engineer Checked Approved

Name:
Date: 24-Jan-20

Structure Type SPACE FRAME

Number of Nodes 52 Highest Node 52

Number of Elements 71 Highest Beam 71

Number of Basic Load Cases 4

Number of Combination Load Cases 2

Included in this printout are data for:

All The Whole Structure

Included in this printout are results for load cases:

Type L/C Name

Primary 1 DEAD
Primary 2 LIVE 1
Primary 3 LIVE 2
Primary 5 LIVE 3
Combination 4 COMBINATION LOAD CASE 4
Combination 7 COMBINATION LOAD CASE 7

3D Rendered View

Print Time/Date: 01/02/2020 17:04 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 1 of 10
 Job No Sheet No Rev
2
Part
Software licensed to
Job Title Ref

By Date24-Jan-20 Chd

Client File Structure1.std Date/Time 01-Feb-2020 16:41

Section Properties
Prop Section Area Iyy Izz J Material
(cm2) (cm4) (cm4) (cm4)
1 250X12MMPLATE 30.000 3.600 1.56E+3 14.400 STEEL
2 250X50X6MMCHANNEL 20.280 33.377 1.57E+3 2.434 STEEL
3 GGGG 57.180 279.090 4.75E+3 17.588 STEEL
4 1030X50X6 67.080 40.775 68.5E+3 8.050 STEEL

26
25
24
23
22 51
50
49
21 48
20 47
19 46
18 45
17 44
16 43
15 42
41
14 13
12 40
11
10 39 38
9 37
36
8 35
7 34
6 33
5 32
4 31
3 30
Y 2
X
29
1 28
Z Load 4
27
52

Whole Structure- Nodel Assignments

Print Time/Date: 01/02/2020 17:04 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 2 of 10
 Job No Sheet No Rev
3
Part
Software licensed to
Job Title Ref

By Date24-Jan-20 Chd

Client File Structure1.std Date/Time 01-Feb-2020 16:41

25
24
23
22 71
70 50
49
21 48
20 69
68 47
19 46
18 67
66 45
17 44
16 65
64 43
15 42
63
14 41
62
12 13 40
11 61
10 39
9 60 37 38
59 36
8 35
7 58
57 34
6 33
5 56
55 32
4 31
3 54
53 30
Y 2 29
1 52
X 28
Z 51
27 Load 4
26

Whole Structure- beam Assignments

Materials
Mat Name E  Density 
(kN/mm2) (kg/m3) (/°C)
1 STEEL 205.000 0.300 7.83E+3 12E -6
2 STAINLESSSTEEL 197.930 0.300 7.83E+3 18E -6
3 ALUMINUM 68.948 0.330 2.71E+3 23E -6
4 CONCRETE 21.718 0.170 2.4E+3 10E -6

Supports
Node X Y Z rX rY rZ
(kN/mm) (kN/mm) (kN/mm) (kN-m/deg) (kN-m/deg) (kN-m/deg)
2 - Fixed Fixed - - -
3 - Fixed Fixed - - -
4 - Fixed Fixed - - -
5 - Fixed Fixed - - -
6 - Fixed Fixed - - -
7 - Fixed Fixed - - -
8 - Fixed Fixed - - -
9 - Fixed Fixed - - -
10 - Fixed Fixed - - -
11 - Fixed Fixed - - -
12 - Fixed Fixed - - -
13 - Fixed Fixed - - -
14 - Fixed Fixed - - -

Print Time/Date: 01/02/2020 17:04 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 3 of 10
 Job No Sheet No Rev
4
Part
Software licensed to
Job Title Ref

By Date24-Jan-20 Chd

Client File Structure1.std Date/Time 01-Feb-2020 16:41

Supports Cont...
Node X Y Z rX rY rZ
(kN/mm) (kN/mm) (kN/mm) (kN-m/deg) (kN-m/deg) (kN-m/deg)
15 - Fixed Fixed - - -
16 - Fixed Fixed - - -
17 - Fixed Fixed - - -
18 - Fixed Fixed - - -
19 - Fixed Fixed - - -
20 - Fixed Fixed - - -
21 - Fixed Fixed - - -
22 - Fixed Fixed - - -
23 - Fixed Fixed - - -
24 - Fixed Fixed - - -
25 - Fixed Fixed - - -
26 Fixed Fixed Fixed - - -
51 Fixed Fixed Fixed - - -
52 Fixed Fixed Fixed - - -

Y
X
Z Load 4

Whole Structure - Support Assignments

Print Time/Date: 01/02/2020 17:04 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 4 of 10
 Job No Sheet No Rev
5
Part
Software licensed to
Job Title Ref

By Date24-Jan-20 Chd

Client File Structure1.std Date/Time 01-Feb-2020 16:41

Primary Load Cases

Number Name Type

1 DEAD Dead
2 LIVE 1 Live
3 LIVE 2 Live
5 LIVE 3 Live

Y
X
Z Load 1

Dead Load - Self Weight of the Strucutre + 0.05 kN/m Loadings

Print Time/Date: 01/02/2020 17:04 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 5 of 10
 Job No Sheet No Rev
6
Part
Software licensed to
Job Title Ref

By Date24-Jan-20 Chd

Client File Structure1.std Date/Time 01-Feb-2020 16:41

Y
X
Z Load 2

Live Load- 2.5 kN/m2 Loading ( 0.56 kN/m member Load Assigned)

Y
X
Z Load 3

Live Load 2 : 1 kN/m2 Barrier load on the Glass panel (1 kN/m member Load Assign)

Print Time/Date: 01/02/2020 17:04 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 6 of 10
 Job No Sheet No Rev
7
Part
Software licensed to
Job Title Ref

By Date24-Jan-20 Chd

Client File Structure1.std Date/Time 01-Feb-2020 16:41

Combination Load Cases

Comb. Combination L/C Name Primary Primary L/C Name Factor

4 COMBINATION LOAD CASE 4 1 DEAD 1.35

2 LIVE 1 1.50
3 LIVE 2 1.50
7 COMBINATION LOAD CASE 7 1 DEAD 1.00
2 LIVE 1 1.00
3 LIVE 2 1.00
5 LIVE 3 1.00

Node Displacement Summary

Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
Max X 36 4:COMBINATION LOAD CASE 4 -3.293
2.275 0.049 4.003 0.004 0.002 -0.000
Min X 39 3:LIVE 2 -0.004 0.005 0.001 0.006 -0.000 -0.000 -0.000
Max Y 39 3:LIVE 2 -0.004 0.005 0.001 0.006 -0.000 -0.000 -0.000
Min Y 39 4:COMBINATION LOAD
2.268
CASE 4 -3.407 -0.005 4.093 0.003 0.002 0.000
Max Z 37 4:COMBINATION LOAD
2.270
CASE 4 -3.286 0.206 3.999 0.002 -0.000 -0.000
Min Z 38 4:COMBINATION LOAD
2.269
CASE 4 -3.379 -0.480 4.098 0.005 0.002 0.000
Max rX 38 4:COMBINATION LOAD
2.269
CASE 4 -3.379 -0.480 4.098 0.005 0.002 0.000
Min rX 39 5:LIVE 3 0.167 -0.272 -0.000 0.319 -0.000 0.000 0.000
Max rY 11 4:COMBINATION LOAD
0.083
CASE 4 -0.000 0.000 0.083 0.003 0.002 0.000
Min rY 37 4:COMBINATION LOAD
2.270
CASE 4 -3.286 0.206 3.999 0.002 -0.000 -0.000
Max rZ 51 4:COMBINATION LOAD
0.000
CASE 4 0.000 0.000 0.000 0.000 0.000 0.002
Min rZ 52 4:COMBINATION LOAD
0.000
CASE 4 0.000 0.000 0.000 0.001 0.000 -0.002
Max Rst 38 4:COMBINATION LOAD
2.269
CASE 4 -3.379 -0.480 4.098 0.005 0.002 0.000

Beam Force Detail Summary

Sign convention as diagrams:- positive above line, negative below line except Fx where positive is compression. Distance d is given from
beam end A.
Axial Shear Torsion Bending
Beam L/C d Fx Fy Fz Mx My Mz
(m) (kN) (kN) (kN) (kNm) (kNm) (kNm)
Max Fx 23 4:COMBINATION LOAD
0.000
CASE 412.161 -0.046 0.209 0.025 -0.032 0.002
Min Fx 60 4:COMBINATION LOAD
0.000
CASE 4-19.547 -0.835 0.387 0.001 -0.059 0.018
Max Fy 26 4:COMBINATION LOAD
0.000
CASE 410.359 4.333 -0.452 0.000 0.000 0.000
Min Fy 50 4:COMBINATION LOAD
0.042
CASE 4 -4.590 -8.225 -0.570 -0.000 0.000 0.000
Max Fz 40 4:COMBINATION LOAD
0.305
CASE 4 -3.657 0.829 5.713 0.033 -0.101 -5.495
Min Fz 36 4:COMBINATION LOAD
0.000
CASE 4 4.389 -1.675 -13.864 0.257 2.808 -4.466
Max Mx 36 4:COMBINATION LOAD
0.000
CASE 4 4.389 -1.675 -13.864 0.257 2.808 -4.466
Min Mx 38 7:COMBINATION LOAD
0.000
CASE 7 -2.656 -0.514 -4.771 -0.096 1.388 -3.790
Max My 36 4:COMBINATION LOAD
0.000
CASE 4 4.389 -1.675 -13.864 0.257 2.808 -4.466
Min My 37 4:COMBINATION LOAD
0.483
CASE 4 4.559 0.747 -12.880 -0.035 -5.895 -4.599
Max Mz 61 4:COMBINATION LOAD
1.037
CASE 4 6.723 -7.730 -0.830 -0.000 -0.058 7.638

Print Time/Date: 01/02/2020 17:04 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 7 of 10
 Job No Sheet No Rev
8
Part
Software licensed to
Job Title Ref

By Date24-Jan-20 Chd

Client File Structure1.std Date/Time 01-Feb-2020 16:41

Beam Force Detail Summary Cont...

Axial Shear Torsion Bending
Beam L/C d Fx Fy Fz Mx My Mz
(m) (kN) (kN) (kN) (kNm) (kNm) (kNm)
Min Mz 42 4:COMBINATION LOAD
0.000
CASE 4 -4.479 -0.273 -0.944 0.009 0.166 -5.580

Reaction Summary
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kNm) (kNm) (kNm)
Max FX 52 4:COMBINATION LOAD CASE 4 9.465
6.043 -0.452 0.000 0.000 0.000
Min FX 26 4:COMBINATION LOAD CASE 4 -2.802
-10.035 0.921 0.000 0.000 0.000
Max FY 52 4:COMBINATION LOAD
6.043
CASE 4 9.465 -0.452 0.000 0.000 0.000
Min FY 25 4:COMBINATION LOAD
0.000
CASE 4 -3.655 -1.612 0.000 0.000 0.000
Max FZ 15 4:COMBINATION LOAD
0.000
CASE 4 1.173 10.128 0.000 0.000 0.000
Min FZ 11 4:COMBINATION LOAD
0.000
CASE 4 0.810 -18.737 0.000 0.000 0.000
Max MX 2 1:DEAD 0.000 0.164 0.021 0.000 0.000 0.000
Min MX 2 1:DEAD 0.000 0.164 0.021 0.000 0.000 0.000
Max MY 2 1:DEAD 0.000 0.164 0.021 0.000 0.000 0.000
Min MY 2 1:DEAD 0.000 0.164 0.021 0.000 0.000 0.000
Max MZ 2 1:DEAD 0.000 0.164 0.021 0.000 0.000 0.000
Min MZ 2 1:DEAD 0.000 0.164 0.021 0.000 0.000 0.000

X = FREE X = FREE X = -10.035 kN

X = FREE X = FREE X = FREE X = FREE
X = FREE Y = 0.565 kN Y = -3.655 kN Y = -2.802 kN
Y = 5.716 kN Y = 1.173 kN Y = 0.621 kN Y = 0.682 kN
Y = 1.367 kN Z = -0.390 kN Z = -1.612 kN Z = 0.921 kN
Z = 1.629 kN Z = 10.128 kN Z = -5.629 kN Z = -1.380 kN
Z = 6.053 kN MX = FREE MX = FREE MX = FREE
MX = FREE MX = FREE MX = FREE MX = FREE
MX = FREE MY = FREE MY = FREE MY = FREE
MY = FREE MY = FREE MY = FREE MY = FREE
MY = FREE MZ = FREE MZ = FREE MZ = FREE
MZ = FREE MZ = FREE MZ = FREE MZ = FREE
MZ = FREE
X = FREE X = FREE X = FREE
Y = 0.683 kN Y = 0.810 kN Y = -0.679 kN X = 3.992 kN
X = FREE
Z = -0.597 kN Z = -18.737 kN Z = -1.477 kN X = FREE Y = 8.532 kN
Y = 0.189 kN
MX = FREE MX = FREE MX = FREE Y = 0.680 kN Z = 0.570 kN
Z = -0.095 kN
MY = FREE MY = FREE MY = FREE X = FREE Z = -0.468 kN MX = FREE
MX = FREE
MZ = FREE MZ = FREE MZ = FREE Y = 0.683 kN MX = FREE MY = FREE
MY = FREE
Z = -0.423 kN MY = FREE MZ = FREE
MZ = FREE
X = FREE X = FREE X = FREE MX = FREE MZ = FREE
Y = 0.683 kN Y = 0.682 kN Y = 0.680 kN MY = FREE
Z = -0.525 kN Z = -0.442 kN Z = -0.435 kN MZ = FREE
MX = FREE MX = FREE MX = FREE X = FREE X = FREE
MY = FREE MY = FREE MY = FREE X = FREE X = FREE Y = 0.683 kN Y = 0.682 kN
MZ = FREE MZ = FREE MZ = FREE Y = 0.695 kN Y = 0.684 kN Z = -0.486 kN Z = -0.487 kN
X = FREE Z = 4.332 kN Z = -0.293 kN MX = FREE MX = FREE
X = FREE Y = 0.682 kN MX = FREE MX = FREE MY = FREE MY = FREE
X = FREE Y = 0.623 kN Z = 0.810 kN MY = FREE MY = FREE MZ = FREE MZ = FREE
Y = 0.689 kN Z = -0.608 kN MX = FREE MZ = FREE MZ = FREE
Y
Z = -0.573 kN X = FREE
X MX = FREE Y = 0.683 kN MY = FREE
MX = FREE MY = FREE
Z
MY = FREE Z = -0.451 kN MZ = FREE X = 6.043 kN Load 4
MZ = FREE MX = FREE Y = 9.465 kN
MZ = FREE
MY = FREE Z = -0.452 kN
MZ = FREE MX = FREE
MY = FREE
Maximum Reactions

Print Time/Date: 01/02/2020 17:04 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 8 of 10
 Job No Sheet No Rev
9
Part
Software licensed to
Job Title Ref

By Date24-Jan-20 Chd

Client File Structure1.std Date/Time 01-Feb-2020 16:41

Utilization Ratio
Beam Analysis Design Actual Allowable Ratio Clause L/C Ax Iz Iy Ix
Property Property Ratio Ratio (Act./Allow.) (cm2) (cm4) (cm4) (cm4)
1 250X12MMPLATE
N/A 30.000 1.56E+3 3.600 14.400
2 250X12MMPLATE
250X12MMPLATE
0.016 1.000 0.016 EC-6.2.9.1 4 30.000 1.56E+3 3.600 14.400
3 250X12MMPLATE
250X12MMPLATE
0.014 1.000 0.014 EC-6.2.9.1 4 30.000 1.56E+3 3.600 14.400
4 250X12MMPLATE
250X12MMPLATE
0.014 1.000 0.014 EC-6.2.9.1 4 30.000 1.56E+3 3.600 14.400
5 250X12MMPLATE
250X12MMPLATE
0.014 1.000 0.014 EC-6.2.9.1 4 30.000 1.56E+3 3.600 14.400
6 250X12MMPLATE
250X12MMPLATE
0.014 1.000 0.014 EC-6.2.9.1 4 30.000 1.56E+3 3.600 14.400
7 250X12MMPLATE
250X12MMPLATE
0.014 1.000 0.014 EC-6.2.9.1 4 30.000 1.56E+3 3.600 14.400
8 250X12MMPLATE
250X12MMPLATE
0.015 1.000 0.015 EC-6.2.9.1 4 30.000 1.56E+3 3.600 14.400
9 250X12MMPLATE
250X12MMPLATE
0.014 1.000 0.014 EC-6.2.9.1 4 30.000 1.56E+3 3.600 14.400
10 250X12MMPLATE
250X12MMPLATE
0.009 1.000 0.009 EC-6.2.9.1 4 30.000 1.56E+3 3.600 14.400
11 250X12MMPLATE
250X12MMPLATE
0.046 1.000 0.046 EC-6.2.9.1 4 30.000 1.56E+3 3.600 14.400
12 250X12MMPLATE
250X12MMPLATE
0.063 1.000 0.063 EC-6.2.9.1 4 30.000 1.56E+3 3.600 14.400
13 250X12MMPLATE
250X12MMPLATE
0.090 1.000 0.090 EC-6.2.9.1 4 30.000 1.56E+3 3.600 14.400
14 250X12MMPLATE
250X12MMPLATE
0.064 1.000 0.064 EC-6.3.3-662 4 30.000 1.56E+3 3.600 14.400
15 250X12MMPLATE
250X12MMPLATE
0.033 1.000 0.033 EC-6.3.3-662 4 30.000 1.56E+3 3.600 14.400
16 250X12MMPLATE
250X12MMPLATE
0.035 1.000 0.035 EC-6.3.3-662 4 30.000 1.56E+3 3.600 14.400
17 250X12MMPLATE
250X12MMPLATE
0.035 1.000 0.035 EC-6.3.3-662 4 30.000 1.56E+3 3.600 14.400
18 250X12MMPLATE
250X12MMPLATE
0.034 1.000 0.034 EC-6.3.3-662 4 30.000 1.56E+3 3.600 14.400
19 250X12MMPLATE
250X12MMPLATE
0.034 1.000 0.034 EC-6.3.3-662 4 30.000 1.56E+3 3.600 14.400
20 250X12MMPLATE
250X12MMPLATE
0.035 1.000 0.035 EC-6.3.3-662 4 30.000 1.56E+3 3.600 14.400
21 250X12MMPLATE
250X12MMPLATE
0.035 1.000 0.035 EC-6.3.3-662 4 30.000 1.56E+3 3.600 14.400
22 250X12MMPLATE
250X12MMPLATE
0.035 1.000 0.035 EC-6.3.3-662 4 30.000 1.56E+3 3.600 14.400
23 250X12MMPLATE
250X12MMPLATE
0.035 1.000 0.035 EC-6.3.3-662 4 30.000 1.56E+3 3.600 14.400
24 250X12MMPLATE
250X12MMPLATE
0.028 1.000 0.028 EC-6.3.3-662 4 30.000 1.56E+3 3.600 14.400
25 250X12MMPLATE
250X12MMPLATE
0.030 1.000 0.030 EC-6.2.6-(Z) 4 30.000 1.56E+3 3.600 14.400
26 GGGG GGGG 0.368 1.000 0.368 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
27 GGGG GGGG 0.303 1.000 0.303 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
28 GGGG GGGG 0.251 1.000 0.251 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
29 GGGG GGGG 0.198 1.000 0.198 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
30 GGGG GGGG 0.146 1.000 0.146 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
31 GGGG GGGG 0.094 1.000 0.094 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
32 GGGG GGGG 0.047 1.000 0.047 EC-6.3.3-661 4 57.180 4.75E+3 279.090 17.588
33 GGGG GGGG 0.047 1.000 0.047 EC-6.3.3-661 4 57.180 4.75E+3 279.090 17.588
34 GGGG GGGG 0.076 1.000 0.076 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
35 GGGG GGGG 0.130 1.000 0.130 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
36 GGGG GGGG 0.149 1.000 0.149 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
37 GGGG GGGG 0.183 1.000 0.183 EC-6.2.9.1 4 57.180 4.75E+3 279.090 17.588
38 GGGG GGGG 0.055 1.000 0.055 EC-6.2.9.1 4 57.180 4.75E+3 279.090 17.588
39 GGGG GGGG 0.138 1.000 0.138 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
40 GGGG GGGG 0.083 1.000 0.083 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
41 GGGG GGGG 0.045 1.000 0.045 EC-6.2.9.1 4 57.180 4.75E+3 279.090 17.588
42 GGGG GGGG 0.045 1.000 0.045 EC-6.2.9.1 4 57.180 4.75E+3 279.090 17.588
43 GGGG GGGG 0.088 1.000 0.088 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
44 GGGG GGGG 0.140 1.000 0.140 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
45 GGGG GGGG 0.193 1.000 0.193 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588

Print Time/Date: 01/02/2020 17:04 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 9 of 10
 Job No Sheet No Rev
10
Part
Software licensed to
Job Title Ref

By Date24-Jan-20 Chd

Client File Structure1.std Date/Time 01-Feb-2020 16:41

Utilization Ratio Cont...

Beam Analysis Design Actual Allowable Ratio Clause L/C Ax Iz Iy Ix
Property Property Ratio Ratio (Act./Allow.) (cm2) (cm4) (cm4) (cm4)
46 GGGG GGGG 0.245 1.000 0.245 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
47 GGGG GGGG 0.298 1.000 0.298 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
48 GGGG GGGG 0.350 1.000 0.350 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
49 GGGG GGGG 0.396 1.000 0.396 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
50 GGGG GGGG 0.699 1.000 0.699 EC-6.2.6-(Y) 4 57.180 4.75E+3 279.090 17.588
51 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.029 1.000 0.029 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
52 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.026 1.000 0.026 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
53 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.026 1.000 0.026 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
54 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.025 1.000 0.025 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
55 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.025 1.000 0.025 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
56 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.025 1.000 0.025 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
57 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.025 1.000 0.025 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
58 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.025 1.000 0.025 EC-6.3.3-662 4 20.280 1.57E+3 33.377 2.434
59 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.037 1.000 0.037 EC-6.3.3-662 4 20.280 1.57E+3 33.377 2.434
60 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.082 1.000 0.082 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
61 1030X50X6 1030X50X6 0.382 1.000 0.382 EC-6.2.9.2/3 7 67.080 68.5E+3 40.775 8.050
62 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.072 1.000 0.072 EC-6.3.3-662 4 20.280 1.57E+3 33.377 2.434
63 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.023 1.000 0.023 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
64 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.024 1.000 0.024 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
65 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.023 1.000 0.023 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
66 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.023 1.000 0.023 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
67 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.024 1.000 0.024 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
68 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.025 1.000 0.025 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
69 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.025 1.000 0.025 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
70 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.026 1.000 0.026 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434
71 250X50X6MMCHANNEL
250X50X6MMCHANNEL
0.027 1.000 0.027 EC-6.2.9.1 4 20.280 1.57E+3 33.377 2.434

Failed Members
There is no data of this type.

Print Time/Date: 01/02/2020 17:04 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 10 of 10