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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Given data
VIEWStep 2: Finding the M moments due to given loads of the frame:-
VIEWStep 3: Finding m1 due to redundant load at C of the given frame:-
VIEWStep 4: Finding deflection due to given loads and redundant load at C of the given frame:-
VIEWStep 5: Finding the redundant reaction at C of the given frame:-
VIEWStep 6: Finding the support reactions of the given frame:-
VIEWStep 7: Finding the moments of the given frame:-
VIEWStep 8: Finding shear forces and drawing shear force diagram and finding moment at zero shear point :-
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