Q. 5 Determine the moments MBD, MDB, MDC, and MDE. EI is constant. 200 KN B 20 kN/m 5m 5 m -15 m- D C 200 KN 5 m I constant 10 m- -15 m- Ε' Fixed Q.5
Q. 5 Determine the moments MBD, MDB, MDC, and MDE. EI is constant. 200 KN B 20 kN/m 5m 5 m -15 m- D C 200 KN 5 m I constant 10 m- -15 m- Ε' Fixed Q.5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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using smethod of slope defelction
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Step 1: Introduce the problem statement
VIEWStep 2: Determine fixed end moment
VIEWStep 3: Formulate slope deflection equations
VIEWStep 4: Formulate slope deflection equations
VIEWStep 5: List equilibrium equations
VIEWStep 6: Compute joint displacements
VIEWStep 7: Compute support moments
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Should the moment at ED be 256.95? and i am not seeing you calculate that moment at E
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