L L Consider the structure and applied actions shown in the adjoining figure. The frame is subjected to a uniformly dist
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L L Consider the structure and applied actions shown in the adjoining figure. The frame is subjected to a uniformly dist
L L Consider the structure and applied actions shown in the adjoining figure. The frame is subjected to a uniformly distributed load on AB, an initial curvature in CD and support settlement at A. Use the dimensions and load values in the table below. Analyse the structure for all actions applied simultaneously and determine the reactions, member forces and displacement required in the table below. Enter your answers in the space provided. w А B SAY HHHHH Dimensions: L= H= E= A= I= 4m 3 m 2475000 kN/m2 0.404040404 m2 0.080808081 m H L Φο Y 4 Lox D х с C Applied actions: W Фо SAY 95 kN/m 0.00045 m -1 0.05 m Provide Answer for the followings to an accuracy of 2.5% Value Unit Direction Reactions Ax= Ay= Dx= Dy= Internal Actions Bending moment in AB at B: Me= Bending moment in BC at C: Mc= Shear force in BA at B: VBA= Shear force in CB at C: VcB= Displacement Vertical Displacement Acy
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