A A cantilever beam cames a vertical load of 150 KN at point B and uniform load of 30 KN/m from C to D. 1.08 a. Draw Shear and Moment Diagrams. b. Using conjugate beam method, solve deflection and slope at B 150KN 4m B 4 m C 30 KN/m ULT 7m D Assume El to be constant: E = 200,000 MPa, 1 = 500 x 106 mm4.

Structural Analysis
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Chapter2: Loads On Structures
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3².
A cantilever beam carries a vertical load of 150 KN at point B and uniform load of 30 KN/m
from C to D.,
MX
a. Draw Shear and Moment Diagrams.
b. Using conjugate beam method, solve deflection and slope at B
150KN
4m B
4 m
C
30 KN/m
7m
D
Assume El to be constant: E = 200,000 MPa, I = 500 x 106 mm4.
Transcribed Image Text:3². A cantilever beam carries a vertical load of 150 KN at point B and uniform load of 30 KN/m from C to D., MX a. Draw Shear and Moment Diagrams. b. Using conjugate beam method, solve deflection and slope at B 150KN 4m B 4 m C 30 KN/m 7m D Assume El to be constant: E = 200,000 MPa, I = 500 x 106 mm4.
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