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The beam shown below has a constant modulus of elasticity (E) and moment of inertia . Analyze the frame using the Slope Deflection Method. Input your final answers for the following questions. P=5+ MN/100 kN 8 kN 2 kN/m SķN 6 m 3 m 2 m 2.5 m 2.5 m

The beam shown below has a constant modulus of elasticity (E) and moment of inertia . Analyze the frame using the Slope Deflection Method. Input your final answers for the following questions. P=5+ MN/100 kN 8 kN 2 kN/m SķN 6 m 3 m 2 m 2.5 m 2.5 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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MN=77

The fixed end moment for BC, MFBc in kN-m (include the sign, if negative only) 

The fixed end moment for CD, MFcD in kN-m (include the sign, if negative only) 

The fixed end moment for AB, MFAB in kN-m (include the sign, if negative only)

The joint rotation at C if EI=1. (include the sign, if negative only). 

The end shear VBC in kN.

The joint rotation at B if EI=1. (include the sign, if negative only). 

The magnitude of the moment reaction MA in kN-m. 

The joint rotation at D if EI=1. (include the sign, if negative only). 

The beam shown below has a constant modulus of elasticity (E) and moment of inertia l. Analyze the frame using the Slope Deflection Method. Input your final answers for the following questions. P=5+ MN/100 kN 8 kN 2 kN/m SkN 6 m 3 m 2 m 2.5 m 2.5 m P = 5 +MN/100 kN, where MN is last two digits of ID#. Example: If ID# = 1234567, then MN = 67. Hence P = 5.67 kN
Transcribed Image Text:The beam shown below has a constant modulus of elasticity (E) and moment of inertia l. Analyze the frame using the Slope Deflection Method. Input your final answers for the following questions. P=5+ MN/100 kN 8 kN 2 kN/m SkN 6 m 3 m 2 m 2.5 m 2.5 m P = 5 +MN/100 kN, where MN is last two digits of ID#. Example: If ID# = 1234567, then MN = 67. Hence P = 5.67 kN
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