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Client File 600kn details.STD Date/Time 13-Jul-2025 14:21

Job Information
Engineer Checked Approved

Name:
Date: 13-Jul-25

Project ID
Project Name

Structure Type SPACE FRAME

Number of Nodes 2 Highest Node 2

Number of Elements 1 Highest Beam 1

Number of Basic Load Cases 2

Number of Combination Load Cases 0

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 LOAD CASE 1

Primary 2 LOAD CASE 2

Nodes
Node X Y Z
(m) (m) (m)
1 0 0 0
2 10.000 0 0

Beams
Beam Node A Node B Length Property 
(m) (degrees)
1 1 2 10.000 1 0

Section Properties
Prop Section Area Iyy Izz J Material
(in2) (in4) (in4) (in4)
1 Rect 9.84x11.81 116.250 1.35E+3 938.473 1.86E+3 CONCRETE

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Client File 600kn details.STD Date/Time 13-Jul-2025 14:21

Materials
Mat Name E  Density 
(kip/in2) (kip/in3) (/°F)
1 STEEL 29E+3 0.300 0.000 6.5E -6
2 CONCRETE 3.15E+3 0.170 0.000 5.5E -6
3 ALUMINUM 10E+3 0.330 9.8e-05 12.8E -6
4 STAINLESSSTEEL 28E+3 0.300 0.000 9.9E -6
5 STEEL_36_KSI 29E+3 0.300 0.000 6.5E -6
6 STEEL_50_KSI 29E+3 0.300 0.000 6.5E -6
7 STEEL_275_NMM2 29.7E+3 0.300 0.000 6.67E -6
8 STEEL_355_NMM2 29.7E+3 0.300 0.000 6.67E -6
9 Q235 29.9E+3 0.300 0.000 6.67E -6
10 Q345 29.9E+3 0.300 0.000 6.67E -6
11 Q355 29.9E+3 0.300 0.000 6.67E -6
12 Q390 29.9E+3 0.300 0.000 6.67E -6
13 Q420 29.9E+3 0.300 0.000 6.67E -6
14 Q460 29.9E+3 0.300 0.000 6.67E -6

Supports
Node X Y Z rX rY rZ
(kip/in) (kip/in) (kip/in) (kip-ft/deg) (kip-ft/deg) (kip-ft/deg)
1 Fixed Fixed Fixed Fixed Fixed Fixed
2 Fixed Fixed Fixed Fixed Fixed Fixed

Releases
There is no data of this type.

Primary Load Cases

Number Name Type

1 LOAD CASE 1 Dead

2 LOAD CASE 2 Live

Combination Load Cases

There is no data of this type.

Load Generators
There is no data of this type.

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Client File 600kn details.STD Date/Time 13-Jul-2025 14:21

1 LOAD CASE 1 : Selfweight

Direction Factor Assigned Geometry

Y -1.000 ALL

2 LOAD CASE 2 : Beam Loads

Beam Type Direction Fa Da Fb Db Ecc.
(m) (m)
1 UNI kN/m GY -600.001 3.000 - 7.000 -

Z X

1 1:CONCRETE 2

Y
Z X
Load 2 : Displacement

Whole Structure Displacements 39.3701in:1m 2 LOAD CASE 2

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Client File 600kn details.STD Date/Time 13-Jul-2025 14:21

Z X

1 1:Rect 9.84x11.81:CONCRETE 2
Y
Z X
Load 2 : Bending Z : Displacement

Whole Structure Mz 90718.5kg-m:1m Displacements 39.3701in:1m 2 LOAD CASE 2

Z X

1 1:Rect 9.84x11.81:CONCRETE 2
Y
Z X
Load 2 : Shear Y : Displacement

Whole Structure Fy 300kN:1m Displacements 39.3701in:1m 2 LOAD CASE 2

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Client File 600kn details.STD Date/Time 13-Jul-2025 14:21

-600.001 kN/m

Z X

1 1:Rect 9.84x11.81:CONCRETE 2

Y
Z X
Load 2 : Shear Y

Whole Structure Loads 17.5127kN:1m Fy 1000kN:1m 2 LOAD CASE 2

Z X

1 1:Rect 9.84x11.81:CONCRETE 2

Y
Z X
Load 2 : Beam Stress

Whole Structure Beam Stress 196.85in:m 2 LOAD CASE 2

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Client File 600kn details.STD Date/Time 13-Jul-2025 14:21

Node Displacements
Node L/C X Y Z Resultant rX rY rZ
(in) (in) (in) (in) (rad) (rad) (rad)
1 1:LOAD CASE 1 0 0 0 0 0 0 0
2:LOAD CASE 2 0 0 0 0 0 0 0
2 1:LOAD CASE 1 0 0 0 0 0 0 0
2:LOAD CASE 2 0 0 0 0 0 0 0

Node Displacement Summary

Node L/C X Y Z Resultant rX rY rZ
(in) (in) (in) (in) (rad) (rad) (rad)
Max X 1 1:LOAD CASE 1 0 0 0 0 0 0 0
Min X 1 1:LOAD CASE 1 0 0 0 0 0 0 0
Max Y 1 1:LOAD CASE 1 0 0 0 0 0 0 0
Min Y 1 1:LOAD CASE 1 0 0 0 0 0 0 0
Max Z 1 1:LOAD CASE 1 0 0 0 0 0 0 0
Min Z 1 1:LOAD CASE 1 0 0 0 0 0 0 0
Max rX 1 1:LOAD CASE 1 0 0 0 0 0 0 0
Min rX 1 1:LOAD CASE 1 0 0 0 0 0 0 0
Max rY 1 1:LOAD CASE 1 0 0 0 0 0 0 0
Min rY 1 1:LOAD CASE 1 0 0 0 0 0 0 0
Max rZ 1 1:LOAD CASE 1 0 0 0 0 0 0 0
Min rZ 1 1:LOAD CASE 1 0 0 0 0 0 0 0
Max Rst 1 1:LOAD CASE 1 0 0 0 0 0 0 0

Beam Displacement Detail

Displacements shown in italic indicate the presence of an offset
Beam L/C d X Y Z Resultant
(m) (in) (in) (in) (in)
1 1:LOAD CASE 1 0 0 0 0 0
1.000 0.000 -0.027 0 0.027
2.000 0.000 -0.084 0 0.084
3.000 0.000 -0.144 0 0.144
4.000 0.000 -0.190 0 0.190
5.000 -0.000 -0.208 0 0.208
6.000 0.000 -0.190 0 0.190
7.000 0.000 -0.144 0 0.144
8.000 -0.000 -0.084 0 0.084
9.000 0.000 -0.027 0 0.027
10.000 0 0 0 0
2:LOAD CASE 2 0 0 0 0 0
1.000 0.000 -5.717 0 5.717
2.000 0.000 -18.447 0 18.447
3.000 0.000 -33.043 0 33.043
4.000 0.000 -44.583 0 44.583

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Client File 600kn details.STD Date/Time 13-Jul-2025 14:21

Beam Displacement Detail Cont...

Beam L/C d X Y Z Resultant
(m) (in) (in) (in) (in)
5.000 -0.000 -49.323 0 49.323
6.000 0.000 -44.583 0 44.583
7.000 0.000 -33.043 0 33.043
8.000 -0.000 -18.447 0 18.447
9.000 0.000 -5.717 0 5.717
10.000 0 0 0 0

Beam Displacement Detail Summary

Displacements shown in italic indicate the presence of an offset
Beam L/C d X Y Z Resultant
(m) (in) (in) (in) (in)
Max X 1 1:LOAD CASE 1 9.000 0.000 -0.027 0 0.027
Min X 1 1:LOAD CASE 1 5.000 -0.000 -0.208 0 0.208
Max Y 1 1:LOAD CASE 1 0 0 0 0 0
Min Y 1 2:LOAD CASE 2 5.000 -0.000 -49.323 0 49.323
Max Z 1 1:LOAD CASE 1 0 0 0 0 0
Min Z 1 1:LOAD CASE 1 0 0 0 0 0
Max Rst 1 2:LOAD CASE 2 5.000 -0.000 -49.323 0 49.323

Beam Relative Displacement Detail

Beam L/C d Disp. x Disp. y Disp. z Resultant
(m) x (in) y (in) z (in) (in)
1 1:LOAD CASE 1 0 0 0 0 0
1.000 0.000 -0.027 0 0.027
2.000 0.000 -0.084 0 0.084
3.000 0.000 -0.144 0 0.144
4.000 0.000 -0.190 0 0.190
5.000 -0.000 -0.208 0 0.208
6.000 0.000 -0.190 0 0.190
7.000 0.000 -0.144 0 0.144
8.000 -0.000 -0.084 0 0.084
9.000 0.000 -0.027 0 0.027
10.000 0 0 0 0
2:LOAD CASE 2 0 0 0 0 0
1.000 0.000 -5.717 0 5.717
2.000 0.000 -18.447 0 18.447
3.000 0.000 -33.043 0 33.043
4.000 0.000 -44.583 0 44.583
5.000 -0.000 -49.323 0 49.323
6.000 0.000 -44.583 0 44.583
7.000 0.000 -33.043 0 33.043
8.000 -0.000 -18.447 0 18.447

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Beam Relative Displacement Detail Cont...

Beam L/C d Disp. x Disp. y Disp. z Resultant
(m) x (in) y (in) z (in) (in)
9.000 0.000 -5.717 0 5.717
10.000 0 0 0 0

Beam Maximum Relative Displacements

Distances to maxima are given from beam end A.
Beam Node A Length L/C y d z d Resultant d Span
(m) (in) (m) (in) (m) (in) (m) Max z
1 1 10.000 1:LOAD CASE 1 -0.208 5.000 0 0 0.208 5.000 1896
2:LOAD CASE 2 -49.323 5.000 0 0 49.323 5.000 8

Beam End Displacements

Displacements shown in italic indicate the presence of an offset
Beam Node L/C X Y Z Resultant
(in) (in) (in) (in)
1 1 1:LOAD CASE 1 0 0 0 0
2:LOAD CASE 2 0 0 0 0
2 1:LOAD CASE 1 0 0 0 0
2:LOAD CASE 2 0 0 0 0

Beam End Displacement Summary

Displacements shown in italic indicate the presence of an offset
Beam Node L/C X Y Z Resultant
(in) (in) (in) (in)
Max X 1 1 1:LOAD CASE 1 0 0 0 0
Min X 1 1 1:LOAD CASE 1 0 0 0 0
Max Y 1 1 1:LOAD CASE 1 0 0 0 0
Min Y 1 1 1:LOAD CASE 1 0 0 0 0
Max Z 1 1 1:LOAD CASE 1 0 0 0 0
Min Z 1 1 1:LOAD CASE 1 0 0 0 0
Max Rst 1 1 1:LOAD CASE 1 0 0 0 0

Beam End Forces

Sign convention is as the action of the joint on the beam.
Axial Shear Torsion Bending
Beam Node L/C Fx Fy Fz Mx My Mz
(kN) (kN) (kN) (kg-m) (kg-m) (kg-m)
1 1 1:LOAD CASE 1 0 8.836 0 0 0 1.5E+3
2:LOAD CASE 2 0 1.2E+3 0 0 0 290E+3
2 1:LOAD CASE 1 0 8.836 0 0 0 -1.5E+3
2:LOAD CASE 2 0 1.2E+3 0 0 0 -290E+3

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Client File 600kn details.STD Date/Time 13-Jul-2025 14:21

Beam End Force Summary

The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension
value for an beam.
Axial Shear Torsion Bending
Beam Node L/C Fx Fy Fz Mx My Mz
(kN) (kN) (kN) (kg-m) (kg-m) (kg-m)
Max Fx 1 1 1:LOAD CASE 1 0 8.836 0 0 0 1.5E+3
Min Fx 1 1 1:LOAD CASE 1 0 8.836 0 0 0 1.5E+3
Max Fy 1 1 2:LOAD CASE 2 0 1.2E+3 0 0 0 290E+3
Min Fy 1 2 2:LOAD CASE 2 -0 -1.2E+3 -0 -0 -0 290E+3
Max Fz 1 1 1:LOAD CASE 1 0 8.836 0 0 0 1.5E+3
Min Fz 1 1 1:LOAD CASE 1 0 8.836 0 0 0 1.5E+3
Max Mx 1 1 1:LOAD CASE 1 0 8.836 0 0 0 1.5E+3
Min Mx 1 1 1:LOAD CASE 1 0 8.836 0 0 0 1.5E+3
Max My 1 1 1:LOAD CASE 1 0 8.836 0 0 0 1.5E+3
Min My 1 1 1:LOAD CASE 1 0 8.836 0 0 0 1.5E+3
Max Mz 1 1 2:LOAD CASE 2 0 1.2E+3 0 0 0 290E+3
Min Mz 1 1 1:LOAD CASE 1 0 8.836 0 0 0 1.5E+3

Beam End Forces Envelope

Sign convention is as the action of the joint on the beam.
Beam Node Envelope Fx Fy Fz Mx My Mz
(kN) (kN) (kN) (kg-m) (kg-m) (kg-m)
1 1 +ve 0 1.2E+3 0 0 0 290E+3
- 2:LOAD CASE 2 - - - 2:LOAD CASE 2
0 0 0 0 0 0
- - - - - -
2 -ve 0 0 0 0 0 290E+3
- - - - - 2:LOAD CASE 2
0 -1.2E+3 0 0 0 0
- 2:LOAD CASE 2 - - - -

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Beam Force Detail

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) (kg-m) (kg-m) (kg-m)
1 1:LOAD CASE 1 0 0 8.836 0 0 0 1.5E+3
1.000 0 7.068 0 0 0 700.760
2.000 0 5.301 0 0 0 75.081
3.000 0 3.534 0 0 0 -375.407
4.000 0 1.767 0 0 0 -650.705
5.000 0 0 0 0 0 -750.813
6.000 0 -1.767 0 0 0 -650.705
7.000 0 -3.534 0 0 0 -375.407
8.000 0 -5.301 0 0 0 75.082
9.000 0 -7.068 0 0 0 700.761
10.000 -0 -8.836 -0 -0 -0 1.5E+3
2:LOAD CASE 2 0 0 1.2E+3 0 0 0 290E+3
1.000 0 1.2E+3 0 0 0 167E+3
2.000 0 1.2E+3 0 0 0 44.9E+3
3.000 0 1.08E+3 0 0 0 -75.5E+3
4.000 0 600.000 0 0 0 -166E+3
5.000 0 -0.000 0 0 0 -200E+3
6.000 0 -600.000 0 0 0 -166E+3
7.000 0 -1.08E+3 0 0 0 -75.5E+3
8.000 0 -1.2E+3 0 0 0 44.9E+3
9.000 0 -1.2E+3 0 0 0 167E+3
10.000 -0 -1.2E+3 -0 -0 -0 290E+3

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) (kg-m) (kg-m) (kg-m)
Max Fx 1 1:LOAD CASE 1 0 0 8.836 0 0 0 1.5E+3
Min Fx 1 1:LOAD CASE 1 0 0 8.836 0 0 0 1.5E+3
Max Fy 1 2:LOAD CASE 2 0 0 1.2E+3 0 0 0 290E+3
Min Fy 1 2:LOAD CASE 2 8.000 0 -1.2E+3 0 0 0 44.9E+3
Max Fz 1 1:LOAD CASE 1 0 0 8.836 0 0 0 1.5E+3
Min Fz 1 1:LOAD CASE 1 0 0 8.836 0 0 0 1.5E+3
Max Mx 1 1:LOAD CASE 1 0 0 8.836 0 0 0 1.5E+3
Min Mx 1 1:LOAD CASE 1 0 0 8.836 0 0 0 1.5E+3
Max My 1 1:LOAD CASE 1 0 0 8.836 0 0 0 1.5E+3
Min My 1 1:LOAD CASE 1 0 0 8.836 0 0 0 1.5E+3
Max Mz 1 2:LOAD CASE 2 0 0 1.2E+3 0 0 0 290E+3
Min Mz 1 2:LOAD CASE 2 5.000 0 -0.000 0 0 0 -200E+3

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Client File 600kn details.STD Date/Time 13-Jul-2025 14:21

Beam Maximum Moments

Distances to maxima are given from beam end A.
Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kg-m) (m) (kg-m)
1 1 10.000 1:LOAD CASE 1 Max +ve 0 0 0 1.5E+3
Max -ve 0 0 5.000 -750.813
2:LOAD CASE 2 Max +ve 0 0 0 290E+3
Max -ve 0 0 5.000 -200E+3

Beam Maximum Shear Forces

Distances to maxima are given from beam end A.
Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kN) (m) (kN)
1 1 10.000 1:LOAD CASE 1 Max +ve 0 0 0 8.836
Max -ve 0 0 10.000 -8.836
2:LOAD CASE 2 Max +ve 0 0 0 1.2E+3
Max -ve 0 0 7.500 -1.2E+3

Beam Maximum Axial Forces

Distances to maxima are given from beam end A.
Beam Node A Length L/C d Max Fx
(m) (m) (kN)
1 1 10.000 1:LOAD CASE 1 Max +ve 0 0
Max -ve 0 0
2:LOAD CASE 2 Max +ve 0 0
Max -ve 0 0

Beam Maximum Forces by Section Property

Axial Shear Torsion Bending
Section Max Fx Max Fy Max Fz Max Mx Max My Max Mz
(kN) (kN) (kN) (kg-m) (kg-m) (kg-m)
Rect 9.84x11.81 Max +ve 0 1.2E+3 0 0 0 290E+3
Max -ve 0 -1.2E+3 0 0 0 -200E+3

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Beam Combined Axial and Bending Stresses

Beam L/C d Corner 1 Corner 2 Corner 3 Corner 4 Max Tens Max Comp
(psi) (psi) (psi) (psi) (psi) (psi)
1 1:LOAD CASE 1 0 -683.466 -683.466 683.466 683.466 -683.466 683.466
39.370 -318.951 -318.951 318.951 318.951 -318.951 318.951
78.740 -34.173 -34.173 34.173 34.173 -34.173 34.173
118.110 170.866 170.866 -170.866 -170.866 -170.866 170.866
157.480 296.168 296.168 -296.168 -296.168 -296.168 296.168
196.850 341.733 341.733 -341.733 -341.733 -341.733 341.733
236.220 296.168 296.168 -296.168 -296.168 -296.168 296.168
275.590 170.866 170.866 -170.866 -170.866 -170.866 170.866
314.960 -34.174 -34.174 34.174 34.174 -34.174 34.174
354.330 -318.951 -318.951 318.951 318.951 -318.951 318.951
393.700 -683.466 -683.466 683.466 683.466 -683.466 683.466
2:LOAD CASE 2 0 -132E+3 -132E+3 132E+3 132E+3 -132E+3 132E+3
39.370 -76.1E+3 -76.1E+3 76.1E+3 76.1E+3 -76.1E+3 76.1E+3
78.740 -20.4E+3 -20.4E+3 20.4E+3 20.4E+3 -20.4E+3 20.4E+3
118.110 34.3E+3 34.3E+3 -34.3E+3 -34.3E+3 -34.3E+3 34.3E+3
157.480 75.5E+3 75.5E+3 -75.5E+3 -75.5E+3 -75.5E+3 75.5E+3
196.850 91E+3 91E+3 -91E+3 -91E+3 -91E+3 91E+3
236.220 75.5E+3 75.5E+3 -75.5E+3 -75.5E+3 -75.5E+3 75.5E+3
275.590 34.3E+3 34.3E+3 -34.3E+3 -34.3E+3 -34.3E+3 34.3E+3
314.960 -20.4E+3 -20.4E+3 20.4E+3 20.4E+3 -20.4E+3 20.4E+3
354.330 -76.1E+3 -76.1E+3 76.1E+3 76.1E+3 -76.1E+3 76.1E+3
393.700 -132E+3 -132E+3 132E+3 132E+3 -132E+3 132E+3

Beam Combined Axial and Bending Stresses Summary

Max Comp Max Tens
Beam L/C Length Stress d Corner Stress d Corner
(m) (psi) (m) (psi) (m)
1 1:LOAD CASE 1 10.000 683.466 0 3 -683.466 0 1
2:LOAD CASE 2 10.000 132E+3 0 3 -132E+3 0 1

Beam Profile Stress

There is no data of this type - Analysis results are not available

Reactions
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kg-m) (kg-m) (kg-m)
1 1:LOAD CASE 1 0 8.836 0 -0 0 1.5E+3
2:LOAD CASE 2 0 1.2E+3 0 -0 0 290E+3
2 1:LOAD CASE 1 0 8.836 0 0 0 -1.5E+3
2:LOAD CASE 2 0 1.2E+3 0 0 0 -290E+3

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Reaction Summary
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kg-m) (kg-m) (kg-m)
Max FX 1 1:LOAD CASE 1 0 8.836 0 -0 0 1.5E+3
Min FX 1 1:LOAD CASE 1 0 8.836 0 -0 0 1.5E+3
Max FY 1 2:LOAD CASE 2 0 1.2E+3 0 -0 0 290E+3
Min FY 1 1:LOAD CASE 1 0 8.836 0 -0 0 1.5E+3
Max FZ 1 1:LOAD CASE 1 0 8.836 0 -0 0 1.5E+3
Min FZ 1 1:LOAD CASE 1 0 8.836 0 -0 0 1.5E+3
Max MX 1 1:LOAD CASE 1 0 8.836 0 -0 0 1.5E+3
Min MX 1 1:LOAD CASE 1 0 8.836 0 -0 0 1.5E+3
Max MY 1 1:LOAD CASE 1 0 8.836 0 -0 0 1.5E+3
Min MY 1 1:LOAD CASE 1 0 8.836 0 -0 0 1.5E+3
Max MZ 1 2:LOAD CASE 2 0 1.2E+3 0 -0 0 290E+3
Min MZ 2 2:LOAD CASE 2 0 1.2E+3 0 0 0 -290E+3

Reaction Envelope
Horizontal Vertical Horizontal Moment
Node Env FX FY FZ MX MY MZ
(kN) (kN) (kN) (kg-m) (kg-m) (kg-m)
1 +ve 0 1.2E+3 0 0 0 290E+3
1 +ve - Load: 2 - - - Load: 2
1 -ve 0 0 0 0 0 0
1 -ve - - - - - -
2 +ve 0 1.2E+3 0 0 0 0
2 +ve - Load: 2 - - - -
2 -ve 0 0 0 0 0 -290E+3
2 -ve - - - - - Load: 2

Utilization Ratio
Beam Analysis Design Actual Allowable Ratio Clause L/C Ax Iz Iy Ix
Property Property Ratio Ratio (Act./Allow.) (in2) (in4) (in4) (in4)
1 Rect 9.84x11.81
Rect 9.84x11.81 0 1.000 0 116.250 938.480 1.35E+3 1.86E+3

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Job Title Ref

By Date13-Jul-25 Chd

Client File 600kn details.STD Date/Time 13-Jul-2025 14:21

Base Pressure
Node L/C FX FY FZ
(psi) (psi) (psi)
1 1:LOAD CASE 1 0 0 0
2:LOAD CASE 2 0 0 0
2 1:LOAD CASE 1 0 0 0
2:LOAD CASE 2 0 0 0

Base Pressure Summary

Node L/C FX FY FZ
(psi) (psi) (psi)
Max FX 1 1:LOAD CASE 1 0 0 0
Min FX 1 1:LOAD CASE 1 0 0 0
Max FY 1 1:LOAD CASE 1 0 0 0
Min FY 1 1:LOAD CASE 1 0 0 0
Max FZ 1 1:LOAD CASE 1 0 0 0
Min FZ 1 1:LOAD CASE 1 0 0 0

Statics Check Results

L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kg-m) (kg-m) (kg-m)
1:LOAD CASE 1 Loads 0 -17.671 0 0 0 -9.01E+3
1:LOAD CASE 1 Reactions 0 17.671 0 0 0 9.01E+3
Difference 0 0 0 0 0 0
2:LOAD CASE 2 Loads 0 -2.4E+3 0 0 0 -1.22E+6
2:LOAD CASE 2 Reactions 0 2.4E+3 0 0 0 1.22E+6
Difference 0 0 0 0 0 0

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