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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 = 230 mm, Lgc = 160 mm, Lcp-130 mm, LDE-310 mm, Mg = 290 N-m, P = 2030 N and a constant value of El = 630 × 106 N- mm² for the beam.

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 = 230 mm, Lgc = 160 mm, Lcp-130 mm, LDE-310 mm, Mg = 290 N-m, P = 2030 N and a constant value of El = 630 × 106 N- mm² for the beam.

Structural Analysis
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 = 230 mm, Lgc = 160 mm, Lcp = 130 mm, LDE = 310 mm, Mg = 290 N-m, P = 2030 N and a constant value of El = 630 × 106 N- mm² for the beam. P MB E Answers: (a) Oc= (b) vc= LAB B LBC C LCD D rad mm LDE
Transcribed Image Text: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 = 230 mm, Lgc = 160 mm, Lcp = 130 mm, LDE = 310 mm, Mg = 290 N-m, P = 2030 N and a constant value of El = 630 × 106 N- mm² for the beam. P MB E Answers: (a) Oc= (b) vc= LAB B LBC C LCD D rad mm LDE
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