A 6 m long cantilever concrete beam is supportinga uniformly distributed load of w = 2 kN/m and a 3kNm counter-clockwise moment at point B asshown. Assuming that E = 200 GPa and I =50x106mm4%3D%3D%3DM kNmw kN/mВL/2 mL/2 ma)Determine the slopes at points C= __radState if the slop indicates the counterclockwise.b)Determine the maximum deflection at CYC = mmState if the deflection indicates the downward.

To find slope and deflection at C

A 6 m long cantilever concrete beam is supporting a uniformly distributed load of w = 2 kN/m and a 3 kNm counter-clockwise moment at point B as shown. Assuming that E = 200 GPa and I = 50x106mm4 %3D M kNm w kN/m L/2 m L/2 m a) Determine the slopes at points C = __rad %3| State if the slop indicates the counterclockwise. b) Determine the maximum deflection at C YC = mm State if the deflection indicates the downward.

A 6 m long cantilever concrete beam is supporting a uniformly distributed load of w = 2 kN/m and a 3 kNm counter-clockwise moment at point B as shown. Assuming that E = 200 GPa and I = 50x106mm4 %3D M kNm w kN/m L/2 m L/2 m a) Determine the slopes at points C = __rad %3| State if the slop indicates the counterclockwise. b) Determine the maximum deflection at C YC = mm State if the deflection indicates the downward.

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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