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The purpose of this test case is to validate some of the analysis results of a 3D frame, specifically:
The Structural 3D results were compared against a third party analysis software.
Evaluation points: 3
Solve Type: Linear Analysis
The structure is a 29-node, 28-member tower, that are predominantly fixed connections, supported by a series of pinned supports. The tower consists of 6.35mm x 6.35mm section for the main supporting elements, and a 1.5875mm x 1.5875mm section for the web members. Each section is composed of two different custom material.
|Moment Z||Member 17, Start Node||-5.4670 kN-m||-5.4726 kN-m||0.10%|
|Shear Y||Member 23, End Node||-4.3390 kN||-4.3390 kN||0.00%|
|Reaction Y||Node 9||16.03 kN||16.05 kN||-0.12%|
|Deflection X||Node 6||-0.0973 mm||-0.0974 mm||-0.10%|
|Deflection Y||Node 15||-0.3227 mm||-0.3229 mm||-0.06%|
|Deflection Z||Node 4||0.1104 mm||0.1094 mm||0.91%|
|Moment Capacity UR||Member 1 (K=1.0)||0.093||0.093||0.00%|
|Shear Capacity UR||Member 17 (K=1.0)||0.039||0.039||0.00%|
|Combined Axial||Member 22 (K=1.0)||0.079||0.079||0.00%|
|Combined Axial||Member 14 (K=1.0)||0.027||0.027||0.00%|