The cantilever beam is loaded with Pupward concentrated load acting at distance s from the free- end and the distributed load intensity is defined by the equation W = -7x + 63 in kN per meter is loaded from x = 0m (free end) to x = 9m (fixed end) as shown. The beam has the following properties: E = 200 GPa, I = 2x10⁹ mm A S W P 5m B 3 m C fixed Calculate the following using Area Moment Method or Conjugate Beam Method. B.) If the load P is removed and s = 2.00m, 15. What will be the maximum deflection? 16. What will be the maximum slope? 17. If the maximum deflection is to be limited at 10 mm, what diameter of circular beam is required?

The cantilever beam is loaded with Pupward concentrated load acting at distance s from the free- end and the distributed load intensity is defined by the equation W = -7x + 63 in kN per meter is loaded from x = 0m (free end) to x = 9m (fixed end) as shown. The beam has the following properties: E = 200 GPa, I = 2x10⁹ mm A S W P 5m B 3 m C fixed Calculate the following using Area Moment Method or Conjugate Beam Method. B.) If the load P is removed and s = 2.00m, 15. What will be the maximum deflection? 16. What will be the maximum slope? 17. If the maximum deflection is to be limited at 10 mm, what diameter of circular beam is required?

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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