A 1. A beam has a span of 6 m and is supported as shown in...

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A 1. A beam has a span of 6 m and is supported as shown in Fig. 4.10(a). The plane of the roller support at B is inclined at 45⁰ to the horizontal. The loading on the beam consists of a uniformly distributed load of 30 kN/m and two concentrated loads of 60 kN each at one-third points. Calculate the AF, SF, and BM at one-third points and at the middle of the span. 2 m 60 KN ++ 2m 6m 60 KN H -30 kN/m A 1. A beam has a span of 6 m and is supported as shown in Fig. 4.10(a). The plane of the roller support at B is inclined at 45⁰ to the horizontal. The loading on the beam consists of a uniformly distributed load of 30 kN/m and two concentrated loads of 60 kN each at one-third points. Calculate the AF, SF, and BM at one-third points and at the middle of the span. 2 m 60 KN ++ 2m 6m 60 KN H -30 kN/m