Draw the shear force and bending moment diagrams for the beam shown. Neglect the weight of the beam. 4P 500 Ibt D. 8000 Ib ft 8000 Ib ft 10ft- 2 kN/m 4 kN/m im I m in 5 kN 15 kN 10 KN

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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I. Draw the shear force and bending moment diagrams for the beam shown.
Neglect the weight of the beam.
4P
500 Ibt
D.
A.
E
8000 Ib ft
8000 Ib ft
:-
10 ft
2 kN/m
4 kN/m
B
-2 m-
2 m
15 kN
3m
5 kN
4m
2 m
10 kN
II. Three-wheel loads roll as a unit across a 44-ft span. The loads are P, = 4000
Ib and P, = 8000 lb separated by 9 ft, and P3 = 6000 lb at 18 ft from P2.
Determine the maximum moment and maximum shear in the simply
supported span.
Transcribed Image Text:I. Draw the shear force and bending moment diagrams for the beam shown. Neglect the weight of the beam. 4P 500 Ibt D. A. E 8000 Ib ft 8000 Ib ft :- 10 ft 2 kN/m 4 kN/m B -2 m- 2 m 15 kN 3m 5 kN 4m 2 m 10 kN II. Three-wheel loads roll as a unit across a 44-ft span. The loads are P, = 4000 Ib and P, = 8000 lb separated by 9 ft, and P3 = 6000 lb at 18 ft from P2. Determine the maximum moment and maximum shear in the simply supported span.
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