Question: 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
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
-1.png)
Figure P4-8
-2.png)
Figure P4-9
-3.png)
Figure P4-10
-4.png)
Figure P4-11
-5.png)
Figure P4-12
-6.png)
Figure P4-13
-7.png)
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-
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1 E 30 10 6 I 200 in 4 L 20 ft 240 in 1 Solving for the displacements we have 1 00036 rad 2 00012 rad v 1 0672 in Substituting in the equation F K d w... View full answer
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