Problem 04: Assuming that the reaction of the ground is uniformly distributed, draw the shear and bending-moment diagrams for the beam AB and determine the maximum absolute value (a) of the shear, (b) of the bending moment. Problem 04: Assuming that the reaction of the ground is uniformly distributed, draw theshear and bending-moment diagrams for the beam AB and determine the maximumabsolute value (a) of the shear, (b) of the bending moment.24 kips2 kips/ft2 kips/ftCDEAB3 ft3 ft3 ft3 ft

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Problem 04: Assuming that the reaction of the ground is uniformly distributed, draw the shear and bending-moment diagrams for the beam AB and determine the maximum absolute value (a) of the shear, (b) of the bending moment. 2 kips/ft 24 kips 2 kips/ft DV E A B 3 ft 3 t 3ft 3ft

Problem 04: Assuming that the reaction of the ground is uniformly distributed, draw the shear and bending-moment diagrams for the beam AB and determine the maximum absolute value (a) of the shear, (b) of the bending moment. 2 kips/ft 24 kips 2 kips/ft DV E A B 3 ft 3 t 3ft 3ft

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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