INSTRUCTIONS: (1) Analyze the shown indeterminate beam by the slope deflection method. Be guided as follows: a. Determine the degree of kinematic indeterminacy. b. Compute the fixed end moments. c. Construct the modified slope deflection equations. d. Construct the joint equilibrium equations. e. Compute the unknown rotations (0/EI). f. Compute the member end moments g. Compute reactions at supports h. Draw shear and moment diagrams EI 2EI EI Members AB, BC, CD have the same length L = 5 m Flexural rigidities are El, 2EI, El respectively. Concentrated load of magnitude P = 5 KN acts at a distance a = 1 m from the support A. Uniform load of intensity q = 5 KN/m acts on BC. Member CD is loaded at its midspan with a concentrated load of magnitude P = 5 KN
INSTRUCTIONS: (1) Analyze the shown indeterminate beam by the slope deflection method. Be guided as follows: a. Determine the degree of kinematic indeterminacy. b. Compute the fixed end moments. c. Construct the modified slope deflection equations. d. Construct the joint equilibrium equations. e. Compute the unknown rotations (0/EI). f. Compute the member end moments g. Compute reactions at supports h. Draw shear and moment diagrams EI 2EI EI Members AB, BC, CD have the same length L = 5 m Flexural rigidities are El, 2EI, El respectively. Concentrated load of magnitude P = 5 KN acts at a distance a = 1 m from the support A. Uniform load of intensity q = 5 KN/m acts on BC. Member CD is loaded at its midspan with a concentrated load of magnitude P = 5 KN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Answer subpart d to h
Transcribed Image Text:INSTRUCTIONS:
(1) Analyze the shown indeterminate beam by the slope deflection method.
Be guided as follows:
a. Determine the degree of kinematic indeterminacy.
b. Compute the fixed end moments.
c. Construct the modified slope deflection equations.
d. Construct the joint equilibrium equations.
e. Compute the unknown rotations (0/EI).
f. Compute the member end moments
g. Compute reactions at supports
h. Draw shear and moment diagrams
P.
EI
2EI
EI
b.
Members AB, BC, CD have the same length L = 5 m
Flexural rigidities are El, 2EI, El respectively.
Concentrated load of magnitude P = 5 KN acts at a distance a = 1 m from the support A.
Uniform load of intensity q = 5 KN/m acts on BC.
Member CD is loaded at its midspan with a concentrated load of magnitude P = 5 KN
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