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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

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
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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