Frame ABCD carries two concentrated loads (2P at C and P at D, see figure) and also a linearly varying distributed load on AB. Find expressions for shear force V and moment M at x = L/3 of beam AB in terms of peak load intensity q₀, force P, and beam length variable L. Let q₀ = P/L.

Transcribed Image Text:

C L/3 A 2P 90/2 L/3 V, M at L/3 P 2L/3 90 D L/2 B