Preview 1. Problem No. 1, 2, 3, 4: For the beams and loading shown, using the graphical method: (a) draw the shear and bending moment diagrams. (b) determine the maximum absolute values of the shear and bending moment. P P M B C A D L/2 L (1) Consider: P=50 kN, M=75 kNm, a=2.5m and L=10m W W A B C L/2 L D (2) Consider: w=15 N/m, P=23 N, a=0.5m and L=1.5m 6 kips 12 kips 4.5 kips CD E A B 2 ft 2 ft 2 ft 2 ft 15 kN 25 kN 20 kN A 1 m C D E B 0.8 m 0.3 m 30 kN 0.4 m (4) (3)

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter6: Beams And Cables
Section: Chapter Questions
Problem 6.42P: For the beam AB shown in Cases 1 and 2, derive and plot expressions for the shear force and bending...
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1. Problem No. 1, 2, 3, 4: For the beams and loading shown, using the graphical method:
(a) draw the shear and bending moment diagrams.
(b) determine the maximum absolute values of the shear and bending moment.
P
P
M
B
C
A
D
L/2
L
(1) Consider: P=50 kN, M=75 kNm, a=2.5m and L=10m
W
W
A
B
C
L/2
L
D
(2) Consider: w=15 N/m, P=23 N, a=0.5m and L=1.5m
6 kips 12 kips
4.5 kips
CD
E
A
B
2 ft 2 ft
2 ft
2 ft
15 kN
25 kN 20 kN
A
1 m
C
D
E B
0.8 m
0.3 m 30 kN 0.4 m
(4)
(3)
Transcribed Image Text:Preview 1. Problem No. 1, 2, 3, 4: For the beams and loading shown, using the graphical method: (a) draw the shear and bending moment diagrams. (b) determine the maximum absolute values of the shear and bending moment. P P M B C A D L/2 L (1) Consider: P=50 kN, M=75 kNm, a=2.5m and L=10m W W A B C L/2 L D (2) Consider: w=15 N/m, P=23 N, a=0.5m and L=1.5m 6 kips 12 kips 4.5 kips CD E A B 2 ft 2 ft 2 ft 2 ft 15 kN 25 kN 20 kN A 1 m C D E B 0.8 m 0.3 m 30 kN 0.4 m (4) (3)
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