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
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Chapter2: Loads On Structures
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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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