Compute the reactions and construct the shear and moment diagrams for the beam in Figure 3.30a. P = 4000 lb [18KN]P2 = 4000 ib [18 KN]n,L, = 10'[3m]ngl2 = 10'[3 m]L, = 20'[6m]R2= 20'R315500lb[24.75 kN][6 m]1250 Ib1250 Ib[5.625KN)[5.625KN](a)

Bending moment: It is the algebraic sum of moments of forces acting on a structure. Shear force: It…

Answered: P = 4000 lb [18KN] P2 = 4000 ib [18 KN]…

P = 4000 lb [18KN] P2 = 4000 ib [18 KN] n,L, = 10' [3m] ngl2 = 10' [3 m] L, = 20' [6m] R2 = 20' R3 15500lb [24.75 kN] [6 m] 1250 Ib 1250 Ib [5.625KN) [5.625KN] (a)

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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Question

Compute the reactions and construct the shear and moment diagrams for the beam in Figure 3.30a.

P = 4000 lb [18KN]
P2 = 4000 ib [18 KN]
n,L, = 10'
[3m]
ngl2 = 10'
[3 m]
L, = 20'
[6m]
R2
= 20'
R3
15500lb
[24.75 kN]
[6 m]
1250 Ib
1250 Ib
[5.625KN)
[5.625KN]
(a)

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