Solve the slope and deflection at points B and C using the Double Integration Method. Point B is at 2m from A. Point C is at the mid span. 25kN/m 10kN/m A B E = 200GPa C 8m I = 7.5 × 10-6m 10kN/m D
Solve the slope and deflection at points B and C using the Double Integration Method. Point B is at 2m from A. Point C is at the mid span. 25kN/m 10kN/m A B E = 200GPa C 8m I = 7.5 × 10-6m 10kN/m D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:PROBLEM 1
Solve the slope and deflection at points B and C using the Double
Integration Method. Point B is at 2m from A. Point C is at the mid span.
25kN/m
10kN/m
A
B
E = 200GPa
C
8m
I = 7.5 x 10-6 mª
10kN/m
D
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