For the rigid frames shown in Figures P5-5 through P5-15, determine the displacements and rotations of the nodes, the element forces, and the reactions. The values of E, A, and I to be used are listed next to each figure.
Figure P5-5

Figure P5-6

Figure P5-7

Figure P5-8

Figure P5-9

Figure P5-10

Figure P5-11

Figure P5-12

Figure P5-13

Figure P5-14

Figure P5-15

40 kip 2 15 ft 15 ft E = 30 x 10 psi A = 10 in.? I= 200 in. 40 kip 30 ft 10 ft - 20 kip - 10 ft - 40 kip 12n -12 ft 12 ft 2) E = 30 x 106 psi A = 10 in.? I = 200 in. 40 kip 20 ft 3) 20 kip 10 ft+ 15 ft 10 ft 2.