Solve using FORCE METHOD only, fill in BOTH tables as well at the end of the solution, please clearly fill in

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answerhappygod
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Solve using FORCE METHOD only, fill in BOTH tables as well at the end of the solution, please clearly fill in

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Solve using FORCE METHOD only, fill in
BOTH tables as well at the end of the solution,
please clearly fill in
Solve Using Force Method Only Fill In Both Tables As Well At The End Of The Solution Please Clearly Fill In 1
Solve Using Force Method Only Fill In Both Tables As Well At The End Of The Solution Please Clearly Fill In 1 (129.19 KiB) Viewed 28 times
Solve Using Force Method Only Fill In Both Tables As Well At The End Of The Solution Please Clearly Fill In 2
Solve Using Force Method Only Fill In Both Tables As Well At The End Of The Solution Please Clearly Fill In 2 (121.18 KiB) Viewed 28 times
L L w A III В B SAY H Φο Х С D 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 be Enter your answers in the space provided. Dimensions: L H= 4 m 3 m 2250000 kN/m? 0.444444444 m? 0.088888889 m A I= 4 Applied actions: W 95 kN/m 0.00045 m 0.01 m Φο) Ayl -1
Provide Answer for the followings to an accuracy of 2.5% Value Unit Direction Reactions Ax=1 Ay= Dx= Dy= Internal Actions Bending moment in AB at B: Mg= Bending moment in BC at C: Mc= Shear force in BA at B: VBA= Shear force in CB at C: Vce= Displacement Vertical Displacement Acy= Unit Direction Provide Answer for the followings to an accuracy of 2.5% Absolute Value Reactions Ax= Ay= Dx= Dy= Mo- Member Forces Bending moment in AB at B: Mg= Bending moment in BC at C: Mc= Shear force in BA at B: VBA= Shear force in CB at C: Vcs= Vertical Displacement Ac
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