3-1. In each part of Fig. 3-33 qualitative loadings are shown. Draw the shear and moment diagrams consistent with these loadings; give the equation for each curve. to to 1/3 1/3 a (a) (b) w per unit length w per unit length M (d) 2Pa 2Pa (c) () Fig. 3-33

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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PROBLEMS
3-1. In each part of Fig. 3-33 qualitative loadings are shown. Draw the shear and moment
diagrams consistent with these loadings; give the equation for each curve.
P
to
1/3
1/3
1/3
M1
a
(a)
(b)
w per unit length
w per unit length
M
a
(c)
2Pa
2Pa
(e)
()
Fig. 3-33
Transcribed Image Text:PROBLEMS 3-1. In each part of Fig. 3-33 qualitative loadings are shown. Draw the shear and moment diagrams consistent with these loadings; give the equation for each curve. P to 1/3 1/3 1/3 M1 a (a) (b) w per unit length w per unit length M a (c) 2Pa 2Pa (e) () Fig. 3-33
3.2. Šketch the shear and moment diagrams for each of the loaded beams shown in Fig.
3-34. Use the relationships between load, shear, and moment.
12 kN
3 kN/m
20 kN•m
2 kN/m
4 m
2 m
2 m
2 m
4 m
2 m
to
8 m
8 m
(a)
(b)
2 k/ft
10 kN
30 kN-m
2 ft
10 ft
1.5 m 1.5 m, 1.5 m, 1.5m
12 ft
6 m
(c)
(d)
1 k/ft
12 ft•kips
4 kN/m
8 ft
2 ft
6 ft
4 ft
3 m
3 m
3 m
20 ft
9 m
(e)
(f)
Fig. 3-34
Transcribed Image Text:3.2. Šketch the shear and moment diagrams for each of the loaded beams shown in Fig. 3-34. Use the relationships between load, shear, and moment. 12 kN 3 kN/m 20 kN•m 2 kN/m 4 m 2 m 2 m 2 m 4 m 2 m to 8 m 8 m (a) (b) 2 k/ft 10 kN 30 kN-m 2 ft 10 ft 1.5 m 1.5 m, 1.5 m, 1.5m 12 ft 6 m (c) (d) 1 k/ft 12 ft•kips 4 kN/m 8 ft 2 ft 6 ft 4 ft 3 m 3 m 3 m 20 ft 9 m (e) (f) Fig. 3-34
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