For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAB = 260 mm, Lgc = 170 mm, LcD= 130 mm, LDE = 310 mm, Mg = 360 N-m, P = 1300 N and a mm? for the beam. P MB B |C D E LAB LBC LCD LDE Answers: rad (a) Oc = %3D

For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAB = 260 mm, Lgc = 170 mm, LcD= 130 mm, LDE = 310 mm, Mg = 360 N-m, P = 1300 N and a mm? for the beam. P MB B |C D E LAB LBC LCD LDE Answers: rad (a) Oc = %3D

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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For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAB = 210 mm, LBc = 150 mm, LCD = 120 mm, LpE = 260 mm, Mg = 130 N-m, P = 550 N and a constant value of El = 490 x 106 N- mm2 for the beam. MB C E LAB LBC LcD LpE Answers: rad (a) Oc mm (b) vc =