0.1: Figure Q.1. shows an overhanging beam AD supported at A and C and, uni formly distributed loads of 150 N/m and 250 N/m plus the couple of magnitude 2500 N- m are subjected to the beam. Determine the reactions at A and C, then draw the shearing force and bending moment diagrams. y 250 N/m 1 150 N/m A] B 2500 N.m .3 m. 3 m- 3 m-

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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0.1: Figure Q.1. shows an overhanging beam AD supported at A and C and, uniformly
distributed loads of 150 N/m and 250 N/m plus the couple of magnitude 2500 N- m are
subjected to the beam. Determine the reactions at A and C, then draw the shearing force and
bending moment diagrams.
y
250 N/m
1 150 N/m
A
B
CO
2500 N.m
3 m 3 m 3 m-
RA
Rc
Figure Q.1.
0.2.: A composite steel shaft (G = 75 GPa) is subjected to the torsional loads, as shown in
Figure Q. 2. Determine:
(a) The maximum shear stress in the member.
(b) The angle of twist 0 of sections A, B, and C, relative to the left end O of the shaft.
10 kN• m
5 kN • m
8 kN • m
2 kN - m
A
D,
500 mm
400 mm
300 mm
Figure Q.2
Page 1 of 2
Transcribed Image Text:0.1: Figure Q.1. shows an overhanging beam AD supported at A and C and, uniformly distributed loads of 150 N/m and 250 N/m plus the couple of magnitude 2500 N- m are subjected to the beam. Determine the reactions at A and C, then draw the shearing force and bending moment diagrams. y 250 N/m 1 150 N/m A B CO 2500 N.m 3 m 3 m 3 m- RA Rc Figure Q.1. 0.2.: A composite steel shaft (G = 75 GPa) is subjected to the torsional loads, as shown in Figure Q. 2. Determine: (a) The maximum shear stress in the member. (b) The angle of twist 0 of sections A, B, and C, relative to the left end O of the shaft. 10 kN• m 5 kN • m 8 kN • m 2 kN - m A D, 500 mm 400 mm 300 mm Figure Q.2 Page 1 of 2
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