29. Shear force equation for segment AB. * O a. 0.49KN-0.15x2 (KN/m2) O b. 0.49KN-0.16x2 (KN/m2) O c. 0.58KN-0.18×2 (KN/m2) O d. 0.58KN-0.19x2 (KN/m2)
29. Shear force equation for segment AB. * O a. 0.49KN-0.15x2 (KN/m2) O b. 0.49KN-0.16x2 (KN/m2) O c. 0.58KN-0.18×2 (KN/m2) O d. 0.58KN-0.19x2 (KN/m2)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Derive the shear force equation,bending moment equation for the beam
own. Neglect the weight of the beam. *
2.1 kN/m
A
C
5 m
B,
2m-

Transcribed Image Text:29. Shear force equation for segment AB.
*
a. 0.49KN-0.15x2 (KN/m2)
O b. 0.49KN-0.16x2 (KN/m2)
O c. 0.58KN-0.18x2 (KN/m2)
O d. 0.58KN-0.19x2 (KN/m2)
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