A cantilever beam ABC with 6m span carries a uniformly distributed load of 25kN/m along 3m span from end of A and point load of 15kN and 10kN at point B and C, respectively. Determine an expression for the deflection by considering x be any distance from C. a) Calculate the magnitude of deflection at 3m span from A. b) c) Calculate the magnitude of maximum deflection of the beam. Take Young's Modulus, E = 200GN/m². Moment of Inertia, I= 35x10* m". (Solve the problems by using Macaulay's Method) 15 KN 10 KN 25 kN/m 3m 3m
A cantilever beam ABC with 6m span carries a uniformly distributed load of 25kN/m along 3m span from end of A and point load of 15kN and 10kN at point B and C, respectively. Determine an expression for the deflection by considering x be any distance from C. a) Calculate the magnitude of deflection at 3m span from A. b) c) Calculate the magnitude of maximum deflection of the beam. Take Young's Modulus, E = 200GN/m². Moment of Inertia, I= 35x10* m". (Solve the problems by using Macaulay's Method) 15 KN 10 KN 25 kN/m 3m 3m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1)
A cantilever beam ABC with 6m span carries a uniformly distributed load
of 25kN/m along 3m span from end of A and point load of 15kN and 10kN
at point B and C, respectively.
Determine an expression for the deflection by considering x be any
distance from C.
a)
b)
Calculate the magnitude of deflection at 3m span from A.
c)
Calculate the magnitude of maximum deflection of the beam.
Take Young's Modulus, E = 200GN/m.
Moment of Inertia, I= 35x10* m*.
(Solve the problems by using Macaulay's Method)
15 kN
10 KN
25 kN/m
B
3m
3m
x
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