Compound beam ABC is loaded by point load P = 1.5 kips at a distance 2a/3 from point A and a triangularly distributed load on segment BC with peak intensity q₀ = 0.5 kips/ft. If length a = ft and length b = 10 ft, find the deflection at B and rotation at A. Assume that E = 29,000 ksi and I = 53.8 in⁴.

Transcribed Image Text:

A 2a 3 + B b C 90