B 6m 8) 20KN By using an appropriate method, i) 6m 20kN/m 30KN Figure 1 6m M H 20KN 6m 'LL G Figure 1 above shows a truss structure, which is supported at A and G. The truss is design to support a uniform load 20kN/m from C to E as shown in the figure. Given the elastic modulus, E=200GPa, and the cross-sectional area for member AJ, JI, IH, and HG is equal to 500mm² while other members is equal to 250mm². Based on the details given, solve the following task to analyse the truss structure. Task 1 8m Describe the determinacy and stability of the truss structure. Your answer must be support by details explanation (CO1, C2, PO1, WP1) Show the internal force for each member in truss structure. Your answer must be include the free body diagram of the structure, calculation of the reaction at support and detail calculation for each joint (CO2, C3, PO2, WP1)

B 6m 8) 20KN By using an appropriate method, i) 6m 20kN/m 30KN Figure 1 6m M H 20KN 6m 'LL G Figure 1 above shows a truss structure, which is supported at A and G. The truss is design to support a uniform load 20kN/m from C to E as shown in the figure. Given the elastic modulus, E=200GPa, and the cross-sectional area for member AJ, JI, IH, and HG is equal to 500mm² while other members is equal to 250mm². Based on the details given, solve the following task to analyse the truss structure. Task 1 8m Describe the determinacy and stability of the truss structure. Your answer must be support by details explanation (CO1, C2, PO1, WP1) Show the internal force for each member in truss structure. Your answer must be include the free body diagram of the structure, calculation of the reaction at support and detail calculation for each joint (CO2, C3, PO2, WP1)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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