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30. Bending moment equation for segment AB. O a. 0.58x(KN)-0.16x3(KN/m2) O b. 0.58x(KN)-0.26x3(KN/m2) O c. 0.49x(KN)-0.07x3(KN/m2) O d. 0.49x(KN)-0.05x3(KN/m2)

30. Bending moment equation for segment AB. O a. 0.58x(KN)-0.16x3(KN/m2) O b. 0.58x(KN)-0.26x3(KN/m2) O c. 0.49x(KN)-0.07x3(KN/m2) O d. 0.49x(KN)-0.05x3(KN/m2)

Structural Analysis
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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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: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-
30. Bending moment equation for segment AB. * a. 0.58x(KN)-0.16x3(KN/m2) O b. 0.58x(KN)-0.26x3(KN/m2) С. 0.49x(KN)-0.07x3(KN/m2) O d. 0.49x(KN)-0.05x3(KN/m2)
Transcribed Image Text:30. Bending moment equation for segment AB. * a. 0.58x(KN)-0.16x3(KN/m2) O b. 0.58x(KN)-0.26x3(KN/m2) С. 0.49x(KN)-0.07x3(KN/m2) O d. 0.49x(KN)-0.05x3(KN/m2)
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