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Part 2: Solve for the reactions in terms of the loads, shear and moment at dis- tance "x" from the support, how the shear and moment diagram will look like, and the maximum moment togeth- RA RB er with its location.

Part 2: Solve for the reactions in terms of the loads, shear and moment at dis- tance "x" from the support, how the shear and moment diagram will look like, and the maximum moment togeth- RA RB er with its location.

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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Part 2: L/2 M RA RB RA X RB
Transcribed Image Text:Part 2: L/2 M RA RB RA X RB
P Part 2: Solve for the reactions in terms of the loads, shear and moment at dis- tance "x" from the support, how the shear and moment diagram will look like, and the maximum moment togeth- RB RA er with its location. X Reactions X Shear and Moment Diagram RA = RB = X Shear at distance "x" from A at x <5 RA V, = RA = 2 P/2 at x >- P Vy = RA – P =-P = V-d X Moment at distance "x" from A at x <5 Mx = RẠ(x) M, =,(x) -P/2 Mmax PL/4 at x >2 M, = R,(x) – P M-d
Transcribed Image Text:P Part 2: Solve for the reactions in terms of the loads, shear and moment at dis- tance "x" from the support, how the shear and moment diagram will look like, and the maximum moment togeth- RB RA er with its location. X Reactions X Shear and Moment Diagram RA = RB = X Shear at distance "x" from A at x <5 RA V, = RA = 2 P/2 at x >- P Vy = RA – P =-P = V-d X Moment at distance "x" from A at x <5 Mx = RẠ(x) M, =,(x) -P/2 Mmax PL/4 at x >2 M, = R,(x) – P M-d
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