Figure 1 is a steel truss ABCDE carries the nodal forces of 80 kN and 40...

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Figure 1 is a steel truss ABCDE carries the nodal forces of 80 kN and 40 kN at B and 50 kN at E. The truss is supported as pin at A and D. The truss members are an equal angle of 76×76×6 mm with the modulus of elasticity (E) of 205 kN/mm², while member CD is a spring with the flexibility coefficient (f) of 0.068 mm/kN. Using the flexibility method, determine the maximum displacement at the node and the internal forces for all members. 40 kN 2 m 80 KN B Figure 1 Spring, f=0.068 mm/kN 2 m wwwwwwwwww D E 50 KN 2 m Figure 1 is a steel truss ABCDE carries the nodal forces of 80 kN and 40 kN at B and 50 kN at E. The truss is supported as pin at A and D. The truss members are an equal angle of 76×76×6 mm with the modulus of elasticity (E) of 205 kN/mm², while member CD is a spring with the flexibility coefficient (f) of 0.068 mm/kN. Using the flexibility method, determine the maximum displacement at the node and the internal forces for all members. 40 kN 2 m 80 KN B Figure 1 Spring, f=0.068 mm/kN 2 m wwwwwwwwww D E 50 KN 2 m

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The steel truss in figure 1 is supported as a pin at A and D The truss members are an equal angle of 76 and 66 mm with the modulus of elasticity E of ... View the full answer