3- The cantilever beam shown below carries a distributed load of maximum intensity w= 20 kN/m, length L= 6m, E=200 GPa, and I = 90 x106 mm4. Use the below relationships to determine the maximum moment M, the slope at the left and right ends, maximum deflection, and the deflection at a distance of 3.5 m from the right end. w. R, R2 • Maximum Moment: M=w,L2/9 3 • Slope at end, OL= 7wL3/360EI o BR= 8wL3/360EI • Maximum deflection: 0=2.5wL4/384EI • Deflection equation (y is positive downward): 4. 4 2 2 Ely=wx(7L -10LX +3x )/360L

3- The cantilever beam shown below carries a distributed load of maximum intensity w= 20 kN/m, length L= 6m, E=200 GPa, and I = 90 x106 mm4. Use the below relationships to determine the maximum moment M, the slope at the left and right ends, maximum deflection, and the deflection at a distance of 3.5 m from the right end. w. R, R2 • Maximum Moment: M=w,L2/9 3 • Slope at end, OL= 7wL3/360EI o BR= 8wL3/360EI • Maximum deflection: 0=2.5wL4/384EI • Deflection equation (y is positive downward): 4. 4 2 2 Ely=wx(7L -10LX +3x )/360L

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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