6. The continuous beam shown in Figure Q6 is subject to vertical loads P applied at D and I, which are mid-span points o

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6. The continuous beam shown in Figure Q6 is subject to vertical loads P applied at D and I, which are mid-span points o

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6 The Continuous Beam Shown In Figure Q6 Is Subject To Vertical Loads P Applied At D And I Which Are Mid Span Points O 1
6 The Continuous Beam Shown In Figure Q6 Is Subject To Vertical Loads P Applied At D And I Which Are Mid Span Points O 1 (38.15 KiB) Viewed 17 times
6 The Continuous Beam Shown In Figure Q6 Is Subject To Vertical Loads P Applied At D And I Which Are Mid Span Points O 2
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6. The continuous beam shown in Figure Q6 is subject to vertical loads P applied at D and I, which are mid-span points of members CE and HJ respectively. Uniformly distributed load q is applied along members AB, FG and KL. A and L are pin supports. C, E, F, G, H and J are roller supports. Adjacent members AB and BC, and JK and KL are connected by pin joints B and K respectively. For all the members, El = constant, and EA → 00. Use the moment distribution method. (a) Draw the bending moment diagram. Note that bending moment should be drawn on the tension side. (13 marks) (b) Draw the shear force diagram with the sign label (positive shear is in the clockwise direction). (12 marks) Hint: Simplify the frame by symmetry.
3 kN/m 3 kN/m 3 kN/m 을 6 KN 6kN] DEL A B C D E F G H I J K L |--4---4---4----4-----4-- 2 m2 m2 m 2 m2 m2 m Figure 26
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