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A beam is simply supported at A and D and subjected to uniformly distributed load between B and C as in Figure Q2[b]. Sebuah

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BOKN/m B C D RA is I for equilibrium { Fy=0 u. RA+Ro - (30x2) = 0 TRA+RO = 60 KN EMATO : (60X4) = 6Ro R = 40 KN e so SRA= 20Determine bending moment - On considering forces to the left of the section. BMA=0 (No forces on left to A 7 BMB = (Rax 3 =

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