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nm, Lạc = 150 mm, LcD = 120 mm, LDE = 260 mm, Mg = 130 N-m, P = 550 N and a constant v MB B |C |D E LcD LDE rad .004 _140 mm

nm, Lạc = 150 mm, LcD = 120 mm, LDE = 260 mm, Mg = 130 N-m, P = 550 N and a constant v MB B |C |D E LcD LDE rad .004 _140 mm

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 = 210 mm, LBc = 150 mm, LCD = 120 mm, LDE = 260 mm, Mg = 130 N-m, P = 550 N and a constant value of El = 490 × 10° N- mm2 for the beam. MB B |C |D LAB LBC LCD LDE Answers: rad (a) Oc = -0.004 m (b) vc= -2.140
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 = 210 mm, LBc = 150 mm, LCD = 120 mm, LDE = 260 mm, Mg = 130 N-m, P = 550 N and a constant value of El = 490 × 10° N- mm2 for the beam. MB B |C |D LAB LBC LCD LDE Answers: rad (a) Oc = -0.004 m (b) vc= -2.140
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