eam and loading shown, use discontinuity functions to compute ope of the beam at C (positive if counterclockwise and negative if clockwise). flection of the beam at C. AB = 210 mm, Lgc = 150 mm, Lco = 120 mm, LDE= 260 mm, Mg = 130N-m, P = 550 N and a consta che beam. Mg C D LAB LBC LCD. Lde -0.0004926 rad

eam and loading shown, use discontinuity functions to compute ope of the beam at C (positive if counterclockwise and negative if clockwise). flection of the beam at C. AB = 210 mm, Lgc = 150 mm, Lco = 120 mm, LDE= 260 mm, Mg = 130N-m, P = 550 N and a consta che beam. Mg C D LAB LBC LCD. Lde -0.0004926 rad

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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