Problem Set 8 • Derive the following equation of maximum deflection using double integration method. (for type of loading see slide 7-12). Pa M² 8_ 2EI Smax = at x=P-3 120FI at k= Pb (31"-45) at the center, if a >b 48EI MI? WI3 at x= %3D SEI 3 EI max 48EI 384EI MI at the center 16EI WL3 &max dmax 764EI %3D 30EI 192EI at x = 0.475L

Problem Set 8 • Derive the following equation of maximum deflection using double integration method. (for type of loading see slide 7-12). Pa M² 8_ 2EI Smax = at x=P-3 120FI at k= Pb (31"-45) at the center, if a >b 48EI MI? WI3 at x= %3D SEI 3 EI max 48EI 384EI MI at the center 16EI WL3 &max dmax 764EI %3D 30EI 192EI at x = 0.475L

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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