right of A, and a moment 3M, acts counterclockwise at a distance I/3 to the left of B. (Use the deformation sign convention. When entering expressions, use the following as necessary: M, and L.) Draw the shear-force diagram for this beam. Vx) VX) Vmax Vmin - Vmax L. O o'min Vx) VX) Vmax Vmax OVmin State expressions for the minimum and maximum values of V. min %3D Vmax= Draw the bending-moment diagram for this beam. M( X) MI X) Mmax Mmin - Mmax L. O OMmin MX) M( X) Mmax| Mmax O Mmin 3. 3 State expressions for the minimum and maximum values of M. Mmin Mmax

right of A, and a moment 3M, acts counterclockwise at a distance I/3 to the left of B. (Use the deformation sign convention. When entering expressions, use the following as necessary: M, and L.) Draw the shear-force diagram for this beam. Vx) VX) Vmax Vmin - Vmax L. O o'min Vx) VX) Vmax Vmax OVmin State expressions for the minimum and maximum values of V. min %3D Vmax= Draw the bending-moment diagram for this beam. M( X) MI X) Mmax Mmin - Mmax L. O OMmin MX) M( X) Mmax| Mmax O Mmin 3. 3 State expressions for the minimum and maximum values of M. Mmin Mmax

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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