Use the Slope-Deflection equations to determine values of unknown displacements (in terms of E/). Determine moments at A, B, C, D and H and draw the BMD for the frame. Assume that flexural rigidity, El, of member BC is three times of that of members AB and CD.
Use the Slope-Deflection equations to determine values of unknown displacements (in terms of E/). Determine moments at A, B, C, D and H and draw the BMD for the frame. Assume that flexural rigidity, El, of member BC is three times of that of members AB and CD.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![22
Q2
Use the Slope-Deflection equations to determine values of unknown displacements (in terms of E/).
Determine moments at A, B, C, D and H and draw the BMD for the frame.
Assume that flexural rigidity, El, of member BC is three times of that of members AB and CD.
30 kN
4 m
3 kN/m
B
E
3EI
ΕΙ
2 m
4 m
A
ΕΙ
D
6 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fddaecef8-9b78-46bd-b819-02502eb1c4a7%2F51356f39-9ff0-4ac4-a118-80886061fe2f%2Fw194sce_processed.png&w=3840&q=75)
Transcribed Image Text:22
Q2
Use the Slope-Deflection equations to determine values of unknown displacements (in terms of E/).
Determine moments at A, B, C, D and H and draw the BMD for the frame.
Assume that flexural rigidity, El, of member BC is three times of that of members AB and CD.
30 kN
4 m
3 kN/m
B
E
3EI
ΕΙ
2 m
4 m
A
ΕΙ
D
6 m
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VIEWStep 2: Determine kinematic indeterminacy
VIEWStep 3: Determine fixed end moment
VIEWStep 4: Formulate slope deflection equations
VIEWStep 5: State equilibrium equations
VIEWStep 6: Determine joint displacements
VIEWStep 7: Determine support moments
VIEWStep 8: Plot bending moment diagram
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