How far should support a be moved horizontally

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Reference no: EM131513690

Question: 1. For the frame in Figure P8.33, compute the horizontal and vertical displacements at joint B. Given: I = 150 in.4, E = 29,000 kips/in.2. Consider only the flexural deformations.

672_8.33.png

2. (a) Compute the vertical displacement of the hinge at C in Figure P8.34. EI is constant for all members, E = 200 GPa, I = 1800 × 106 mm4.

(b) The designer would like to offset the vertical displacement of the hinge at C by moving the support A. How far should support A be moved horizontally?

2293_8.34.png

Reference no: EM131513690

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