B. Derive the shear force equation,bending moment equation for the beam shown. Neglect the weight of the beam. * 2.1 kN/m A - 5 m- B 2m- Determine the following: 26. Reaction support at point A.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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B. Derive the shear force equation,bending moment equation for the beam
shown. Neglect the weight of the beam. *
2.1 kN/m
A
B
- 5 m
2m·
Determine the following:
26.
Reaction support at point A.
Transcribed Image Text:B. Derive the shear force equation,bending moment equation for the beam shown. Neglect the weight of the beam. * 2.1 kN/m A B - 5 m 2m· Determine the following: 26. Reaction support at point A.
31. Shear force equation for segment BC. *
a. 7.35KN-0.15x2(KN/m2)
b. 7.26KN-0.18x2(KN/m2)
c. 7.28KN-0.20x2(KN/m2)
O d. 7.6KN-0.19x2(KN/m2)
32. Bending moment equation for segment BC. *
a. 7.35x(KN)-0.05x3(KN/m2)-34.3KN.m
O b. 7.26x(KN)-0.07x3(KN/m2)-35.3KN.m
O c. 7.28x(KN)-0.06x3(KN/m2)-33.4KN.m
O d. 7.6x(KN)-0.08x3(KN/m2)-32.4KN.m
Transcribed Image Text:31. Shear force equation for segment BC. * a. 7.35KN-0.15x2(KN/m2) b. 7.26KN-0.18x2(KN/m2) c. 7.28KN-0.20x2(KN/m2) O d. 7.6KN-0.19x2(KN/m2) 32. Bending moment equation for segment BC. * a. 7.35x(KN)-0.05x3(KN/m2)-34.3KN.m O b. 7.26x(KN)-0.07x3(KN/m2)-35.3KN.m O c. 7.28x(KN)-0.06x3(KN/m2)-33.4KN.m O d. 7.6x(KN)-0.08x3(KN/m2)-32.4KN.m
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