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MA -L/4- -L/2- -L/2- -L/4-

MA -L/4- -L/2- -L/2- -L/4-

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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Find shear (V) (in kN) and moment (M) (in kN · m) at x = 3L for the beam shown in part (a) of the figure below. 4 MA P. -L/4- -L/2- -L/2- (a) E Moment/ -L14- release -L/2- -L/2- L/4 (b) Let MA = 27 kN · m, P = 45 kN, L = 6 m, and 9. = 6 kN/m. (Use the deformation sign convention.) V = kN M = kN - m Repeat for the beam in part (b) of the above figure (first solve for the reaction moment at fixed support A). V = kN M = kN - m
Transcribed Image Text:Find shear (V) (in kN) and moment (M) (in kN · m) at x = 3L for the beam shown in part (a) of the figure below. 4 MA P. -L/4- -L/2- -L/2- (a) E Moment/ -L14- release -L/2- -L/2- L/4 (b) Let MA = 27 kN · m, P = 45 kN, L = 6 m, and 9. = 6 kN/m. (Use the deformation sign convention.) V = kN M = kN - m Repeat for the beam in part (b) of the above figure (first solve for the reaction moment at fixed support A). V = kN M = kN - m
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