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Determine the slope at A that would be caused by the distributed load if the fixed support was a pin support, instead. Let w = 3 lb/in., a = 114 in., and EI = 117 × 106 lb·in.2.

Determine the slope at A that would be caused by the concentrated force if the fixed support was a pin support, instead. Let P = 208 lb, a = 61 in., and EI = 37 × 106 lb·in.2.

Determine the magnitude of the bending moment at A. Let w = 2.9 kip/ft, L1 = 21 ft, and L2 = 35 ft. Assume EI = constant.

Determine the fixed end moment FEMBC with a settlement of 0.8 in. at support B.   As in Chapter 16, include the effect of settlement in the FEM calculation.  Let w = 2.3 kip/ft, L = 20 ft, E = 29,000 ksi and I = 1,650 in.4.

The beam supports a single live load of 1,900 lb. Determine the maximum positive moment that can be developed at point B. Assume the support at A is a pin and C is a roller. The influence lines for VB and MB are shown, along with the peak values of the influence lines.

Determine the fixed end moment FEMBA. Let P = 17 kips, L1 = 24 ft, and L2 = 12 ft. Assume EI = constant.

Identify the moment equation that corresponds to MCB. Let w = 3.7 kip/ft, L1 = 15 ft, and L2 = 18 ft. Assume EI = constant.

Determine the magnitude of the approximate bending moment at G in girder GH. Let w1 = 16 kN/m, w2 = 36 kN/m, L1 = 8 m, L2 = 5 m, and L3 = 6 m.

Determine the slope at A that would be caused by the distributed load if the fixed support was a pin support, instead. Let w = 10 lb/in., a = 114 in., and EI = 33 × 106 lb·in.2.

Determine the deflection at B that would be caused by the distributed load if the middle support was not there. Let w = 9 lb/in., a = 64 in., and EI = 116 × 106 lb·in.2.