The beam is subjected to the uniform distributed load shown. Draw the shear and moment diagrams for the beam. Take : A = C kN/m m 3 B = 2.25 m C = 3 kN/ m B В m A m 1 m Solution : |Equation of Equilibrium: C kNlm C(A+1) kN 0.5(A+1) m Ax AM Im Ay Fec A meter (a) (b)
The beam is subjected to the uniform distributed load shown. Draw the shear and moment diagrams for the beam. Take : A = C kN/m m 3 B = 2.25 m C = 3 kN/ m B В m A m 1 m Solution : |Equation of Equilibrium: C kNlm C(A+1) kN 0.5(A+1) m Ax AM Im Ay Fec A meter (a) (b)
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter9: Moments And Products Of Inertia Of Areas
Section: Chapter Questions
Problem 9.16P: Figure (a) shows the cross-sectional dimensions for the structural steel section known as C1020...
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