1.5 kips 6 kips 1.5 kips C 0.8 ft F B A D 0.8 ft 1.2 ft 1.2 ft 1.2 ft 1.2 ft

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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For 7.51. I know the answers are Vmax=7.5 kips, and Mmax=7.2 kips-ft but i dont know how to get there.

120 N
120 N
120 N
7.50 through 7.52 Draw the shear and bending-moment diagrams for
the beam AB, and determine the maximum absolute values of the
shear and bending moment.
A C.
o B
200 mm | 200 mm | 200 mm
Fig. P7.50
26 in.
1.5 kips
6 kips
1.5 kips
60 lb
120 lb
н 601b
8 in.
B
0.8 ft
F
A
F
В
A
E
6 in.
G
0.8 ft
12 in.→12 in.-
1.2 ft
1.2 ft
1.2 ft
1.2 ft
8 in.
8 in.
Fig. P7.51
Fig. P7.52
Transcribed Image Text:120 N 120 N 120 N 7.50 through 7.52 Draw the shear and bending-moment diagrams for the beam AB, and determine the maximum absolute values of the shear and bending moment. A C. o B 200 mm | 200 mm | 200 mm Fig. P7.50 26 in. 1.5 kips 6 kips 1.5 kips 60 lb 120 lb н 601b 8 in. B 0.8 ft F A F В A E 6 in. G 0.8 ft 12 in.→12 in.- 1.2 ft 1.2 ft 1.2 ft 1.2 ft 8 in. 8 in. Fig. P7.51 Fig. P7.52
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