Draw Shear and Bending moment diagrams for the frame shown below using Force Method and virtual work (either direct integration or volume integrals). 50 kN/m 4 m B 75 KN A - + 21 E = constant E 1 m- 2 m 1 m
Draw Shear and Bending moment diagrams for the frame shown below using Force Method and virtual work (either direct integration or volume integrals). 50 kN/m 4 m B 75 KN A - + 21 E = constant E 1 m- 2 m 1 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Draw Shear and Bending moment diagrams
for the frame shown below using Force
Method and virtual work (either direct
integration or volume integrals).
Shear Diagram
D
B
A
E
50 kN/m
4 m
Moment Diagram
D
B 75 KN
A
-21
E = constant
-1 m-
D
B
E
A
2 m
1 m
E
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Step 1: State the given data
VIEWStep 2: Support reaction for primary structure
VIEWSolution
VIEWStep 3: Support reaction for redundant loading and unit loading
VIEWStep 4: Horizontal deflection at C for primary structure
VIEWStep 5: Horizontal deflection at C for redundant structure
VIEWStep 6: Final Support reaction
VIEWStep 7: Shear force diagram
VIEWStep 8: Calculation explanation for shear force diagram
VIEWStep 9: Bending moment diagram
VIEWStep 10: Calculation explanation for bending moment diagram
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