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Consider the frame shown, with a constant modulus of elasticity, E, and a varying moment of inertia, I (refer to the values provided in the Figure). Using the Force Method of analysis, compute all the reaction forces at A & D. Take Dx as the redundant (i.e., horizontal-reaction at D). Use units of kips for forces and foot for length throughout the problem. (We have to Use the x-coordinates shown in the figure to formulate the moment equations.) I have transfer the forces from the vertical members to the horizontal one. 2.4 klf 30 k B ЗІ C X1 -24 ft

Consider the frame shown, with a constant modulus of elasticity, E, and a varying moment of inertia, I (refer to the values provided in the Figure). Using the Force Method of analysis, compute all the reaction forces at A & D. Take Dx as the redundant (i.e., horizontal-reaction at D). Use units of kips for forces and foot for length throughout the problem. (We have to Use the x-coordinates shown in the figure to formulate the moment equations.) I have transfer the forces from the vertical members to the horizontal one. 2.4 klf 30 k B ЗІ C X1 -24 ft

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Struct. Analysis Q.

Consider the frame shown, with a constant modulus of elasticity, E, and a varying moment of inertia, I (refer to the values provided in the Figure). Using the Force Method of analysis, compute all the reaction forces at A & D. Take Dx as the redundant (i.e., horizontal-reaction at D). Use units of kips for forces and foot for length throughout the problem. (We have to Use the x-coordinates shown in the figure to formulate the moment equations.) I have transfer the forces from the vertical members to the horizontal one. 2.4 klf 30 k B ЗІ C X1 -24 ft
Transcribed Image Text:Consider the frame shown, with a constant modulus of elasticity, E, and a varying moment of inertia, I (refer to the values provided in the Figure). Using the Force Method of analysis, compute all the reaction forces at A & D. Take Dx as the redundant (i.e., horizontal-reaction at D). Use units of kips for forces and foot for length throughout the problem. (We have to Use the x-coordinates shown in the figure to formulate the moment equations.) I have transfer the forces from the vertical members to the horizontal one. 2.4 klf 30 k B ЗІ C X1 -24 ft
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