For cantilever shown below: (BY DOUBLE INTEGRATION METHOD)W₁ kip/ ftA6 ft2 ftkipsIf w₁—kipsft W₂418.5x10 psi and I =following:1. deflection at x = 6 ft, d=in2. maximum deflection, max||=inW₂ kip/ ft3 ft57.4 in¹, determine theB

Answered: Image /qna-images/answer/9d840435-bb83-4978-bf84-623618013165.jpg

For cantilever shown below: (BY DOUBLE INTEGRATION METHOB) W₁ kip/ ft W₂ kip/ ft A 6 ft 2 ft 3 ft =w₁ = 5 kips, w₂ = 4 kips, E = 18.5x10 psi and I 57.4 in¹, determine the = ft Following: 1. deflection at x = 6 ft, d= in 2. maximum deflection, max - K in B

For cantilever shown below: (BY DOUBLE INTEGRATION METHOB) W₁ kip/ ft W₂ kip/ ft A 6 ft 2 ft 3 ft =w₁ = 5 kips, w₂ = 4 kips, E = 18.5x10 psi and I 57.4 in¹, determine the = ft Following: 1. deflection at x = 6 ft, d= in 2. maximum deflection, max - K in B

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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