Prob. 2. For the rigid frame loaded as shown, determine the reaction components using either the Slope Deflection Method or the Moment Distribution Method. Consider that the flexural rigidity (EI) of the columns is twice as that of the beam.

Prob. 2. For the rigid frame loaded as shown, determine the reaction components using either the Slope Deflection Method or the Moment Distribution Method. Consider that the flexural rigidity (EI) of the columns is twice as that of the beam.

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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Question

P value = 211 kN Handwritten then box the final answer No cursive pls

Prob. 2. For the rigid frame loaded as shown, determine the reaction components using
either the Slope Deflection Method or the Moment Distribution Method. Consider that the
flexural rigidity (El) of the columns is twice as that of the beam.
P (in kJ)
B
7m
Auur
50 kN/m
10m
с
7m

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Step 1: given data

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Step 2: determination of fixed end moments

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Step 3: determination of slope-deflection equations

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Step 4: determination of slopes using equilibrium equations

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Step 5: determination of final moments

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Step 6: determination of reactions at supports

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