Question 1 Mr. Væ 1m 8kNm-1 B I 2m 4kNm-1 1m Figure 1: Cantilever beam 3kNm-1 2m E [43]
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Question 1 Mr. Væ 1m 8kNm-1 B I 2m 4kNm-1 1m Figure 1: Cantilever beam 3kNm-1 2m E [43]
(a) Derive equations for S.F. -V (x) and B.M. -M(x), for span B-C. (8)(b) Draw the shear force and bending moment diagrams of the beam A-E and label allcritical points. (15)(c) Calculate the slope of the beam at E if EI = 40MNm^2 (16)(d) Determine the maximum deflection of beam A-E. (4)
Question 1 Mr. Væ 1m 8kNm-1 B I 2m 4kNm-1 1m Figure 1: Cantilever beam 3kNm-1 2m E [43]