1. The roof deck of the single story building is subjected to a dead load plus live load of 4.5 kN/m?. If the purlins are spaced 1.5 m and the bents are spaced 6 m apart, determine the distributed loading that acts along the purlin DI, and the loadings that act on the bent at A,B,C,D,E,F,G, and H. 6 m 7@1.5 m =10.5 m

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Chapter10: Plate Girders
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The roof deck of the single story building is subjected to a dead load plus live load of 4.5kN/m2. If the purlins are spaced 1.5m and the bents are spaced 6m apart, determine the distributed loading that acts along the purlin DI, and the loadings that act on the bent at A, B, C, D, E, F, G, and H.

1. The roof deck of the single story building is subjected to a dead load plus live load of
4.5 kN/m2. If the purlins are spaced 1.5 m and the bents are spaced 6 m apart, determine
the distributed loading that acts along the purlin DI, and the loadings that act on the bent
at A,B,C,D,E,F,G, and H.
>
6 m
H ởm
7@ 1.5 m 10.5 m
Transcribed Image Text:1. The roof deck of the single story building is subjected to a dead load plus live load of 4.5 kN/m2. If the purlins are spaced 1.5 m and the bents are spaced 6 m apart, determine the distributed loading that acts along the purlin DI, and the loadings that act on the bent at A,B,C,D,E,F,G, and H. > 6 m H ởm 7@ 1.5 m 10.5 m
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