Problem 4 Problem 3 Draw the load and moment diagrams that correspond to the given shear force diagram. Assume that no couples are applied to the beam. Determine the maximum bending Draw the load and moment diagrams that correspond to the given shear force diagram. Assume that no couples are applied to the beam. Determine the maximum bending moment. moment. V (kN)| 48 V (Ib)| 28 800 8 -x (m) -20 -x (ft) -32 -100 1.0 1.0 -900 I-1200 Answer: Answer: | 20.kN 4okN 800 (+) 10 kN/m 100 /ft Imy Im 2m 3' 1200(-) 2 m A 2 m 800 (-) 16R Nim Mmax = 3200 lb-ft Mmax = 64 kN-m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 4
Draw the load and moment diagrams that
correspond to the given shear force diagram.
Assume that no couples are applied to the
beam. Determine the maximum bending
Problem 3
Draw the load and moment diagrams that
correspond to the given shear force diagram.
Assume that no couples are applied to the
beam. Determine the maximum bending
moment.
moment.
V (kN)
48
V (lb)
28
800
x (m)
-20
-x (ft)
-32
-100
2
1.0
1.0
-900
-1200
Answer:
Answer:
| 800 (+)
| 20.kN
40KN
10 kN/m
100 lb/ft,
Imy im
2 m
3'
1200(-)
2 m A 2 m
168RN
800 (-)
16k Nim
Mmax = 3200 lb-ft
Mmax = 64 kN-m
Transcribed Image Text:Problem 4 Draw the load and moment diagrams that correspond to the given shear force diagram. Assume that no couples are applied to the beam. Determine the maximum bending Problem 3 Draw the load and moment diagrams that correspond to the given shear force diagram. Assume that no couples are applied to the beam. Determine the maximum bending moment. moment. V (kN) 48 V (lb) 28 800 x (m) -20 -x (ft) -32 -100 2 1.0 1.0 -900 -1200 Answer: Answer: | 800 (+) | 20.kN 40KN 10 kN/m 100 lb/ft, Imy im 2 m 3' 1200(-) 2 m A 2 m 168RN 800 (-) 16k Nim Mmax = 3200 lb-ft Mmax = 64 kN-m
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