10 kN P=5+ MIN/100 kN The rigid frame consists of beams AB and BC with section properties El and a column BD with properties 2EI. Analyze the frame using the Slope Deflection Method. Input your final answers for the following questions. 2 kN/m 2.0 m 4.0 m 2.0 m EI EI 4.0 m 2EI
10 kN P=5+ MIN/100 kN The rigid frame consists of beams AB and BC with section properties El and a column BD with properties 2EI. Analyze the frame using the Slope Deflection Method. Input your final answers for the following questions. 2 kN/m 2.0 m 4.0 m 2.0 m EI EI 4.0 m 2EI
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
MN=77
The fixed end moment for AB, MFAB in kN-m (include the sign, if negative only)
The fixed end moment for BA, MFBA in kN-m (include the sign, if negative only)
The degree of kinematic indeterminacy of the frame (if we neglect axial deformations).
The total number of degrees of freedom for the frame.
The final end moment MCB in kN-m.
The magnitude of the end shear VAB in kN.
The joint rotation at C if EI=1. (include the sign, if negative only).
The final end moment MBA in kN-m.
The final end moment MBD in kN-m. include the sign, if negative only)
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