g (m) h (m) i (m) j (kN) k (kN) A (mm²) 5.5 5.8 5.8 20 15 380 Description of Structure 2: Each group is requested to pe

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G M H M I M J Kn K Kn A Mm 5 5 5 8 5 8 20 15 380 Description Of Structure 2 Each Group Is Requested To Pe 1 (12.02 KiB) Viewed 26 times

G M H M I M J Kn K Kn A Mm 5 5 5 8 5 8 20 15 380 Description Of Structure 2 Each Group Is Requested To Pe 2 (29.73 KiB) Viewed 26 times

g (m) h (m) i (m) j (kN) k (kN) A (mm²) 5.5 5.8 5.8 20 15 380

Description of Structure 2: Each group is requested to perform an analysis of the truss used for lateral bracing shown in Figure 2. All truss members have the same area 4 (to be provided differently for each group) and the same modulus of elasticity, E-200,000 MPa. Project Tasks: Task 1: Analyze the truss using the force method. Task 2: Analyze the truss using SAP2000. E D g h B