Determine the deflection at C. Let w = 18 lb/in., a = 84 in., b = 34 in., and EI = 190 × 106 lb·in.2.
If the support at C has settled downward a distance of Δ = 0…
If the support at C has settled downward a distance of Δ = 0.022 in., determine the reaction force at C. Let P = 182 lb, a = 48 in., and EI = 216 × 106 lb·in.2.
Determine the reaction moment at A. Let P = 154 lb, a = 68 i…
Determine the reaction moment at A. Let P = 154 lb, a = 68 in., and EI = 104 × 106 lb·in.2.
Determine the reaction force at B. Let w = 17 lb/in., a = 58…
Determine the reaction force at B. Let w = 17 lb/in., a = 58 in., and EI = 49 × 106 lb·in.2.
Determine the deflection at C. Let P = 160 lb, a = 98 in., b…
Determine the deflection at C. Let P = 160 lb, a = 98 in., b = 38 in., and EI = 106 × 106 lb·in.2.
If the support at C has settled downward a distance of Δ = 0…
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 reaction moment at A. Let P = 118 lb, a = 55 i…
Determine the reaction moment at A. Let P = 118 lb, a = 55 in., and EI = 107 × 106 lb·in.2.
Determine the deflection at C. Let P = 100 lb, a = 66 in., b…
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 = 190 lb, a = 99 in., b…
Determine the deflection at C. Let P = 190 lb, a = 99 in., b = 37 in., and EI = 104 × 106 lb·in.2.
Determine the deflection at C. Let w = 11 lb/in., a = 92 in….
Determine the deflection at C. Let w = 11 lb/in., a = 92 in., b = 30 in., and EI = 38 × 106 lb·in.2.