DHE TEFor the beam shown below, draw shear and bending moment diagrams and determine thex-coordinate of the maximum bending moment.etwagBro-MNofeWe Efage=1+chcominx + Ag+A. x = 6.0 in.B. x = 12.0 in.C. x = 18.0 in.D. x = 9.25 in.y0 6 inMXw = 100 lbf/inA 12 inАдV = 100x +Ay€ Mg = 0= Ay, 12-100-18BAy=113627ду-1 in500.X2 in

Overhang beam carrying uniformly distributed load of intensity 100 lb/in

For the beam shown below, draw shear and bending moment diagrams and determine the x-coordinate of the maximum bending moment. Bro-M suelo + A. x = 6.0 in. B. x 12.0 in. C. x = 18.0 in. D. x = 9.25 in. 0 6 in w = 100 lbf/in K A 12 in Erge-v+ 1000x cix+AG=0 V = 100x +Ay Mg=0=Ayo 12-10001 18 Ay=1362²² B 1 in 2 in

For the beam shown below, draw shear and bending moment diagrams and determine the x-coordinate of the maximum bending moment. Bro-M suelo + A. x = 6.0 in. B. x 12.0 in. C. x = 18.0 in. D. x = 9.25 in. 0 6 in w = 100 lbf/in K A 12 in Erge-v+ 1000x cix+AG=0 V = 100x +Ay Mg=0=Ayo 12-10001 18 Ay=1362²² B 1 in 2 in

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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A: Given :

Question

DHE TE
For the beam shown below, draw shear and bending moment diagrams and determine the
x-coordinate of the maximum bending moment.
etwag
Bro-M
Nofe
We Efage=1+
chcominx + Ag
+
A. x = 6.0 in.
B. x = 12.0 in.
C. x = 18.0 in.
D. x = 9.25 in.
y
0 6 in
M
X
w = 100 lbf/in
A 12 in
Ад
V = 100x +Ay
€ Mg = 0= Ay, 12-100-18
B
Ay=113627
ду-
1 in
500.X
2 in

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