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A. Determine the internal forces at sections C, D1 and D2 2kN/m k 2m C 4m Figure 2 e=0.2m 8kN B D D 2m

 

A. Determine the internal forces at sections C, D1 and D2 2kN/m k 2m C 4m Figure 2 e=0.2m 8kN B D D 2m B. Construct bending moment diagram of the beam shown in figures 15kN 4kN/m B D F E (1) (2) Figure 3-1 1kN/m B 5.0m 1.0m C Figure 3-2 6m D

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