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er the beam and loading shc compute the slope of the beam at C d negative if clockwise). ) the deflection of the beam ssume LAB = 260 mm, LBC = 10 mm, MB = 350 N-m, P = 2 450 × 106 N-mm2 for the b MB

er the beam and loading shc compute the slope of the beam at C d negative if clockwise). ) the deflection of the beam ssume LAB = 260 mm, LBC = 10 mm, MB = 350 N-m, P = 2 450 × 106 N-mm2 for the b MB

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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No SIM ? 11:13 AM @ 8% I A education.wiley.com E Assessment 4 Question 3 of 10 > 0/ 10 Show Attempt History Current Attempt in Progress X Your answer is incorrect. 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, LBC = 170 mm, LCD = 140 mm, LDE = 310 mm, MB = 350 N-m, P = 2110 N and a constant value of El = 450 x 106 N-mm2 for the beam. MB IB ID E LAB LBC LCD LDE Answers: (a) Oc = 0.2181 rad (b) VC = -28.755 mm Save for Later Attempts: 1 of 3 used Submit Answer Using multiple attempts will impact your score. 5% score reduction after attempt 2 II
Transcribed Image Text:No SIM ? 11:13 AM @ 8% I A education.wiley.com E Assessment 4 Question 3 of 10 > 0/ 10 Show Attempt History Current Attempt in Progress X Your answer is incorrect. 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, LBC = 170 mm, LCD = 140 mm, LDE = 310 mm, MB = 350 N-m, P = 2110 N and a constant value of El = 450 x 106 N-mm2 for the beam. MB IB ID E LAB LBC LCD LDE Answers: (a) Oc = 0.2181 rad (b) VC = -28.755 mm Save for Later Attempts: 1 of 3 used Submit Answer Using multiple attempts will impact your score. 5% score reduction after attempt 2 II
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