i. 11. kip B C 2 kip D -3 ft-2 ft2ft 3 ft h = 6 in. = 0.20 in. 4y=0,25 in. b=4 in. 6 kip-ft Derive equations for the shear force V and the bending moment M for any location at least 2 distance X's from A. Draw the shear force and bending diagrams for the beam using the derived functions. Also write the maximum values of V and M as well as the V and M equations.

i. 11. kip B C 2 kip D -3 ft-2 ft2ft 3 ft h = 6 in. = 0.20 in. 4y=0,25 in. b=4 in. 6 kip-ft Derive equations for the shear force V and the bending moment M for any location at least 2 distance X's from A. Draw the shear force and bending diagrams for the beam using the derived functions. Also write the maximum values of V and M as well as the V and M equations.

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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