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Hall with Membrane Roof
Model
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Hall with Glued-Laminated Trusses, Reinforced Concrete Columns and Membrane Roof
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Hall with Membrane Roof
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Hall with Glulam Trusses, Reinforced Concrete Columns and Membrane Roof, Deformation
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Hall with Glulam Trusses, Reinforced Concrete Columns and Membrane Roof, Z-Axis Direction View
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Hall with Glulam Trusses, Reinforced Concrete Columns and Membrane Roof, Z-Axis Direction View, Deformation
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Hall with Glulam Trusses, Reinforced Concrete Columns and Membrane Roof, X-Axis Direction View
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Hall with Glulam Trusses, Reinforced Concrete Columns and Membrane Roof, X-Axis Direction View, Deformation
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Hall with Glulam Trusses, Reinforced Concrete Columns and Membrane Roof, Y-Axis Direction View
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Hall with Glulam Trusses, Reinforced Concrete Columns and Membrane Roof, Y-Axis Direction View, Deformation
Description
Hall with glulam trusses, reinforced concrete columns and membrane roof
Keywords
Hall Membrane roof Glued-laminated timber Reinforced concrete Monopitch roof
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- Views 1884x
- Downloads 172x
- Updated 21 December 2021
- Number of Nodes 84
- Number of Lines 114
- Number of Members 110
- Number of Surfaces 26
- Number of Load Cases 5
- Number of Load Combinations 21
- Number of Result Combinations 4
- Total Weight 125.102 t
- Dimensions 72.84 x 109.99 x 33.68 ft
- Program Version 5.07.05.120452
Disclaimer
During the form‑finding process, the elasticity of a substructure is also taken into account when searching for the equilibrium state. You can also consider large deflections of supporting trusses or pure bending deformation of the edge beams when determining the membrane shape.
