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For the following indeterminate frame (with SI = 1) determine the reactions then draw the shear and moment diagrams using the Force method. EI is constant for all members. Solve by taking the vertical reaction Cy as the redundant. Note: use Mohr's tables to solve the integrals. ● ● A 7.5 kN/m 3m LB 13.5 kN 3 m

For the following indeterminate frame (with SI = 1) determine the reactions then draw the shear and moment diagrams using the Force method. EI is constant for all members. Solve by taking the vertical reaction Cy as the redundant. Note: use Mohr's tables to solve the integrals. ● ● A 7.5 kN/m 3m LB 13.5 kN 3 m

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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For the following indeterminate frame (with SI = 1) determine the reactions then draw the shear and moment diagrams using the Force method. EI is constant for all members. Solve by taking the vertical reaction Cy as the redundant. Note: use Mohr's tables to solve the integrals. ● ● A 7.5 kN/m 3 m B 13,5 kN 3 m
Transcribed Image Text:For the following indeterminate frame (with SI = 1) determine the reactions then draw the shear and moment diagrams using the Force method. EI is constant for all members. Solve by taking the vertical reaction Cy as the redundant. Note: use Mohr's tables to solve the integrals. ● ● A 7.5 kN/m 3 m B 13,5 kN 3 m
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