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For the beam and loading shown, use discontinuity functions to compute (a) the deflection of the beam at A and (b) the deflection of the beam at C. Assume a constant value of EI = 23000 kN m² for the beam. Also, assume P = 22 kN, WB = 25 kN/m, wc = 63 kN/m, a 3.0 m, b = 3.9 m, and c = 1.4 m. = P a WB B b WC D X

For the beam and loading shown, use discontinuity functions to compute (a) the deflection of the beam at A and (b) the deflection of the beam at C. Assume a constant value of EI = 23000 kN m² for the beam. Also, assume P = 22 kN, WB = 25 kN/m, wc = 63 kN/m, a 3.0 m, b = 3.9 m, and c = 1.4 m. = P a WB B b WC D X

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 deflection of the beam at A and (b) the deflection of the beam at C. Assume a constant value of EI = 23000 kN.m² for the beam. Also, 25 kN/m, wc = 63 kN/m, a = 3.0 m, b = 3.9 m, and c = 1.4 m. assume P = 22 kN, WB P A a WB B b WC X
Transcribed Image Text:For the beam and loading shown, use discontinuity functions to compute (a) the deflection of the beam at A and (b) the deflection of the beam at C. Assume a constant value of EI = 23000 kN.m² for the beam. Also, 25 kN/m, wc = 63 kN/m, a = 3.0 m, b = 3.9 m, and c = 1.4 m. assume P = 22 kN, WB P A a WB B b WC X
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