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.

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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