For the rigid frame shown in Figure P5 20, determine (1) the nodal displacement components and (2) the support reactions (3) Draw the shear force and bending moment diagrams Let E 30 Atilde 106 psi, I 200 in 4, and A 10 in 2 for all elements, except as noted in the figure 15 k ft 3000 Ib ft 15 kip 1200 Ib 6 ft 15 ft 10 kip I 300 in 2400 lb 16 ft 15 ft 10 ft 8 ft 25 ft

Question: For the rigid frame shown in Figure P5-20, determine (1) the nodal displacement components and (2) the support reactions. (3) Draw the shear force and

For the rigid frame shown in Figure P5-20, determine (1) the nodal displacement components and (2) the support reactions. (3) Draw the shear force and bending moment diagrams. Let E = 30 Ã— 106 psi, I = 200 in.4, and A = 10 in.2 for all elements, except as noted in the figure.

15 k-ft. 3000 Ib-ft 15 kip 1200 Ib 6 ft 15 ft 10 kip+ I= 300 in. 2400 lb 16 ft 15 ft 10 ft 8 ft 25 ft

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