1)A cantilever beam ABC with 6m span carries a uniformly distributed loadof 25kN/m along 3m span from end of A and point load of 15kN and 10kNat point B and C, respectively.Determine an expression for the deflection by considering x be anydistance 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 kN10 KN25 kN/mB3m3mx

in macaulay's method , moment equation is written for whole span with reference to a fix point…

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

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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