For the beams shown in Figures P4-7 through P4-13, determine the displacements and the slopes at the nodes, the forces in each element, and the reactions. Also, draw the shear force and bending moment diagrams.

Figure P4-7

Figure P4-8

Figure P4-9

Figure P4-10

Figure P4-11

Figure P4-12

Figure P4-13

Transcribed Image Text:

500 Ib E = 30 x 10° psi I = 200 in 20 ft 20 ft 500 Ib E = 30 x 10° psi I = 200 in. 0.5 in. gap 20 (Compare answers with P4-5.) -20 ft- 20 ft-