Design the truss members based on induced internal actions

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Reference no: EM133808058

Question 1. Wind Load Analysis:
- Analyze the roof subjected to a wind pressure of 0.65 kN/m² and suction of 1.05 kN/m² (including self-weight and imposed service load).
- Model and analyze the roof truss shown in Figure 1 using CSI SAP2000.

Question 2:
2. Truss Design:
- Design the truss members based on the induced internal actions. Hire Experts Now!
- Provide suitable Rectangular Hollow Sections (RHS) for the truss members.

Question 3:
3. Superstructure Modeling:
- Model the warehouse superstructure based on the provided plan layouts for the ground, intermediate, and roof levels.
- Carry out the analysis by incorporating the roof loads from the truss analysis results using CSI SAP2000

Reference no: EM133808058

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