Job No Sheet No Rev

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Job Title Hanging Scaffold Ref

By RR Date12/23/2023 Chd

Client File Scaffold.STD Date/Time 26-Dec-2023 11:13

Job Information
Engineer Checked Approved

Name: RR
Date: 12/23/2023

Project ID
Project Name

Structure Type SPACE FRAME

Number of Nodes 86 Highest Node 133

Number of Elements 158 Highest Beam 247
Number of Plates 6 Highest Plate 239

Number of Basic Load Cases 4

Number of Combination Load Cases 3

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 LOAD

Primary 2 LL1
Primary 5 LL2
Primary 6 LL3
Combination 3 1.35 DL + 1.5LL1
Combination 4 1.35 DL + 1.5 LL2
Combination 7 1.35 DL + 1.5 LL3

Section Properties
Prop Section Area Iyy Izz J Material
(cm2) (cm4) (cm4) (cm4)
2 L65X65X5 6.367 40.386 10.718 0.531 STEEL_275_NMM2
3 PIP48.6X2.5 3.621 9.650 9.650 19.293 STEEL_355_NMM2
4 PIPE 0.159 0.002 0.002 0.004 STEEL_355_NMM2

Plate Thickness
Prop Node A Node B Node C Node D Material
(cm) (cm) (cm) (cm)
1 0.800 0.800 0.800 0.800 STEEL_275_NMM2

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Job Title Hanging Scaffold Ref

By RR Date12/23/2023 Chd

Client File Scaffold.STD Date/Time 26-Dec-2023 11:13

Materials
Mat Name E  Density 
(kN/mm 2) (kg/m3) (/°C)
1 STEEL 205.000 0.300 7.83E+3 12E -6
2 CONCRETE 21.718 0.170 2.4E+3 10E -6
3 ALUMINUM 68.948 0.330 2.71E+3 23E -6
4 STAINLESSSTEEL 197.930 0.300 7.83E+3 18E -6
5 STEEL_36_KSI 199.948 0.300 7.83E+3 11.7E -6
6 STEEL_50_KSI 199.948 0.300 7.83E+3 11.7E -6
7 STEEL_275_NMM2 205.000 0.300 7.85E+3 12E -6
8 STEEL_355_NMM2 205.000 0.300 7.85E+3 12E -6
9 Q235 206.000 0.300 7.85E+3 12E -6
10 Q345 206.000 0.300 7.85E+3 12E -6
11 Q355 206.000 0.300 7.85E+3 12E -6
12 Q390 206.000 0.300 7.85E+3 12E -6
13 Q420 206.000 0.300 7.85E+3 12E -6
14 Q460 206.000 0.300 7.85E+3 12E -6

Primary Load Cases

Number Name Type

1 DEAD LOAD Live

2 LL1 Live
5 LL2 Live
6 LL3 Live

Combination Load Cases

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

3 1.35 DL + 1.5LL1 1 DEAD LOAD 1.35

2 LL1 1.50
4 1.35 DL + 1.5 LL2 1 DEAD LOAD 1.35
5 LL2 1.50
7 1.35 DL + 1.5 LL3 1 DEAD LOAD 1.35
6 LL3 1.50

Failed Members
There is no data of this type.

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Job Title Hanging Scaffold Ref

By RR Date12/23/2023 Chd

Client File Scaffold.STD Date/Time 26-Dec-2023 11:13

3D Rendered View

R3 R3
R3
R3 R3 R3
R3 R3
R3 R3 R3 R3R3
R3 R3
R3 R3 R3 R3R3R3
R3
R3
R3
R3R3 R3 R3 R3 R3 R3 R3 R3R3
R3 R1 R3
R3R3R3 R3 R3 R3R3 R3
R3 R1 R3 R3
R3R3 R3 R3 R3R3
R3 R3
R3 R3 R3 R3 R3R3R3
R3
R3R3 R3 R3 R3 R3 R3 R3 R3R3
R1 R3
R3R3R3 R3 R3 R3R3 R3
R1 R3 R3
R3R3 R3 R3 R3R4
R3
R3 R3
R3 R3R4 R3 R3 R3R3R3
R3 R3R3R3
R3R4
R3 R3 R3 R3 R3 R3 R3 R2
R2
R1 R2R2
R2
R3R3R3 R3 R3R2
R3R3R3
R2 R3 R2R3R2
R2 R2
Y R1 R2 R2R3
X R3R3R3
R2 R3 R2
R2 R2
R2
Z R2
R2 Load 2
R2R3
R2
R2
R2
Properties

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Job Title Hanging Scaffold Ref

By RR Date12/23/2023 Chd

Client File Scaffold.STD Date/Time 26-Dec-2023 11:13

STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2 STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2 STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2 STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_275_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2STEEL_355_NMM2 STEEL_355_NMM2
STEEL_275_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2 STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2 STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_275_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2 STEEL_355_NMM2
STEEL_275_NMM2 STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2 STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2 STEEL_355_NMM2
STEEL_355_NMM2 STEEL_275_NMM2
STEEL_355_NMM2 STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2 STEEL_275_NMM2
STEEL_275_NMM2
STEEL_275_NMM2
STEEL_275_NMM2
STEEL_275_NMM2
STEEL_355_NMM2
STEEL_275_NMM2 STEEL_355_NMM2
STEEL_275_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_275_NMM2 STEEL_275_NMM2
Y STEEL_275_NMM2
STEEL_275_NMM2
STEEL_275_NMM2 STEEL_275_NMM2
STEEL_355_NMM2 STEEL_275_NMM2
STEEL_355_NMM2
X STEEL_275_NMM2 STEEL_275_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
STEEL_355_NMM2
Z
STEEL_275_NMM2 STEEL_275_NMM2
STEEL_275_NMM2
STEEL_275_NMM2
STEEL_275_NMM2
STEEL_275_NMM2 Load 2
STEEL_355_NMM2
STEEL_275_NMM2
STEEL_275_NMM2
STEEL_275_NMM2

Materials

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By RR Date12/23/2023 Chd

Client File Scaffold.STD Date/Time 26-Dec-2023 11:13

Tens.
Tens.
Tens.

Tens.

Y
X
Z Load 2

Specs.

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Job Title Hanging Scaffold Ref

By RR Date12/23/2023 Chd

Client File Scaffold.STD Date/Time 26-Dec-2023 11:13

Y
X
Z Load 3
1.35DL + 1.5LL

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By RR Date12/23/2023 Chd

Client File Scaffold.STD Date/Time 26-Dec-2023 11:13

Y
X
Z Load 4
1.35DL + 1.5LL2

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By RR Date12/23/2023 Chd

Client File Scaffold.STD Date/Time 26-Dec-2023 11:13

Y
X
Z Load 7
1.35DL + 1.5LL3

0.0145 0.00853
0.0156
0.0121 0.0241 0.0316
0.0188 0.031
0.00828 0.0184 0.019 0.00981
0.00581
0.0169 0.0157
0.0183 0.00739 0.01960.04060.0283
0.00676
0.0214
0.00509
0.0487
0.00963 0.01980.0415
0.00578 0.013 0.0396 0.0284
0.01810.00545 0.039
0.0423 0.111
0.0273 0.01470.04120.0564
0.00663
0.0221 0.017 0.0394
0.00503 0.133 0.107
0.039
0.031 0.041 0.0157 0.0725
0.0925
0.112 0.125
0.0199 0.0873 0.01770.0315 0.0815
0.077
0.0779
0.108
0.01070.03980.0708
0.116 0.0776
0.09360.02020.0413
0.0737 0.0634
0.126
0.0832
0.07740.01170.04120.0766
0.0719 0.106 0.0403
0.146 0.106
0.0624 0.0401
0.07 0.0178 0.0938
0.0997
0.125 0.128
0.0179 0.0985 0.01740.0379 0.0943
0.0789
0.0724
0.104 0.123
0.0933
0.09820.0173 0.117
0.0379 0.00998
0.0826 0.674
0.261 0.0796
0.03920.0683
0.371
0.586
0.368
0.164
0.233
0.988 0.03750.351
0.0939
0.0778
0.0708 0.3840.116
0.01 0.0393 0.109 0.284
0.0951
0.557
0.867 0.0813
Y 0.612
0.271
X
0.123
0.674 0.575
0.0779 0.0375 0.456
0.0675
0.261 0.148
0.134
Z 0.371
0.587 Load 7
0.367
0.164
0.356
0.284
0.0949
0.084

RATIO

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By RR Date12/23/2023 Chd

Client File Scaffold.STD Date/Time 26-Dec-2023 11:13

Y
X
Z Load 7 : Axial Force

AXIAL

Y
X
Z Load 7 : Shear Y

SHEAR

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By RR Date12/23/2023 Chd

Client File Scaffold.STD Date/Time 26-Dec-2023 11:13

Y
X
Z Load 7 : Bending Z

MOMENT

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