2. (a) Figure 2 shows a beam of 14 m subjected to a uniformly distributed load of w acting on span BC and two concentrat
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2. (a) Figure 2 shows a beam of 14 m subjected to a uniformly distributed load of w acting on span BC and two concentrat
2. (a) Figure 2 shows a beam of 14 m subjected to a uniformly distributed load of w acting on span BC and two concentrated moments of Mr and Mat points A and D, respectively. Flexural rigidity of the beam is El. Given E = 210 GPa and / - 175(10%) mm, calculate the slope of the beam at a points A and D and the deflection at midspan of BC. Use virtual work method. 5.5 kN 9.5 kNm 8 kNm ** 2 m 9 m
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