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Civil Engineering
the bo för she and dis ii) using the equation of the distributed load, develop expressions for predicting shear force V(x) and bending moment M(x) by double integration method. iii) using the elastic beam formula, develop expressions for predicting slope y'(x) and vertical deflection y(x) by using double integration method.

the bo för she and dis ii) using the equation of the distributed load, develop expressions for predicting shear force V(x) and bending moment M(x) by double integration method. iii) using the elastic beam formula, develop expressions for predicting slope y'(x) and vertical deflection y(x) by using double integration method.

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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Engineering Computation. Please show all work! EI=2,900,000k-in^2
i) identify the boundary conditions for shear, moment and displacements. ii) using the equation of the distributed load, develop expressions for predicting shear force V(x) and bending moment M(x) by double integration method. iii) using the elastic beam formula, develop expressions for predicting slope y'(x) and vertical deflection y(x) by using double integration method.
Transcribed Image Text:i) identify the boundary conditions for shear, moment and displacements. ii) using the equation of the distributed load, develop expressions for predicting shear force V(x) and bending moment M(x) by double integration method. iii) using the elastic beam formula, develop expressions for predicting slope y'(x) and vertical deflection y(x) by using double integration method.
2 kip/ft 18 kip-ft 9 ft
Transcribed Image Text:2 kip/ft 18 kip-ft 9 ft
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