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Determine the deflection at C. Let P = 200 lb, a = 62 in., b = 42 in., and EI = 52 × 106 lb·in.2.

Determine the deflection at C. Let P = 100 lb, a = 66 in., b = 30 in., and EI = 98 × 106 lb·in.2.

Determine the deflection at C. Let P = 200 lb, a = 49 in., b = 23 in., and EI = 37 × 106 lb·in.2.

If the support at C has settled downward a distance of Δ = 0.018 in., determine the reaction force at C. Let P = 182 lb, a = 59 in., and EI = 92 × 106 lb·in.2.

Determine the deflection at B. Let M = 7,400 lb·in., a = 61 in., b = 31 in., and EI = 198 × 106 lb·in.2.

Determine the deflection at C. Let w = 11 lb/in., a = 92 in., b = 30 in., and EI = 38 × 106 lb·in.2.

Determine the deflection at C. Let P = 200 lb, a = 92 in., b = 38 in., and EI = 58 × 106 lb·in.2.

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