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For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B. (b) the deflection of the beam at B. Assume a constant value of El - 90,000 KN-m² for the beam. Let WA - 15 kN/m, wg = 43 kN/m, L = 3.00 m. A WA L WB B Calculate the reaction force Ay and the reaction moment, MA, acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free- body diagram.) MA Answers: Ay- MA- i L KN KN-m WB

For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B. (b) the deflection of the beam at B. Assume a constant value of El - 90,000 KN-m² for the beam. Let WA - 15 kN/m, wg = 43 kN/m, L = 3.00 m. A WA L WB B Calculate the reaction force Ay and the reaction moment, MA, acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free- body diagram.) MA Answers: Ay- MA- i L KN KN-m WB

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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Part 1 For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B. (b) the deflection of the beam at B. Assume a constant value of El = 90,000 KN-m² for the beam. Let WA = 15 kN/m, wg = 43 kN/m, L = 3.00 m. A WA L WB x B Calculate the reaction force Ay and the reaction moment, MA, acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free- body diagram.) MA WA Answers: L = Ay- KN MA= kN-m WB x
Transcribed Image Text:Part 1 For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B. (b) the deflection of the beam at B. Assume a constant value of El = 90,000 KN-m² for the beam. Let WA = 15 kN/m, wg = 43 kN/m, L = 3.00 m. A WA L WB x B Calculate the reaction force Ay and the reaction moment, MA, acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free- body diagram.) MA WA Answers: L = Ay- KN MA= kN-m WB x
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