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teppedl cantilever heam Ac camposedof wo eqwal length L, sheel rods Ab and BC havina diameters Ad and d respectively. It carries 4 load P at frde end . ?L-?-L, Determine alReachion force and moment at paint A. b) Moment disthibu tion (Mx)) long the beam Eqations, boundary conditions needed t cakulate shaipe of the bea ylx), deFlection and Slapes at points B and & lse sordinate system in the picture, Modulus of lacty of steel is E

Strength of Materials beam problem. Show steps, I will rate if answers are correct. Thank you

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MA RA 2. d2y ep.ldy一) 스 px2ー2PLX-Kt tx)(3), slo pea a. 2- E(T+) e (TtT) e (T) ← 2 PL (21) 2 WB / Ad 64

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