B. Derive the shear force equation,bending moment equation for the beamshown. Neglect the weight of the beam.200 lb/ftABCAс1200 lb ft- 4 ft 4 ft-6 ftD 33. The distance between point A and the shear force VAB=0O a. 6 feetO b. 8 feetO c. 10 feetO d. 12 feet34. The degree of bending moment equations for segments AB and BC. *O a. 1st degree and 2rd degreeO b. 3rd degree and 2nd degreec. 2nd degree and 3rd degreeO d. None of the above.

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Answered: B. Derive the shear force…

B. Derive the shear force equation,bending moment equation for the beam shown. Neglect the weight of the beam. 200 lb/ft A B CA 1200 lb ft 6 ft- +48 —4 ft 4 ft D

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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A: Step 1

Question

B. Derive the shear force equation,bending moment equation for the beam
shown. Neglect the weight of the beam.
200 lb/ft
A
B
CA
с
1200 lb ft
- 4 ft 4 ft
-
6 ft
D

33. The distance between point A and the shear force VAB=0
O a. 6 feet
O b. 8 feet
O c. 10 feet
O d. 12 feet
34. The degree of bending moment equations for segments AB and BC. *
O a. 1st degree and 2rd degree
O b. 3rd degree and 2nd degree
c. 2nd degree and 3rd degree
O d. None of the above.

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