4. A 10 m span simply supported beam carries a uniform load. The beam has an adequate lateral support. ALLOWABLE STRESSES: Bending: 12.65 MPa Deflection: 1/240 of span E: 13000 MPa a. Compute the depth of the beam so that when the allowable stresses of 12.65 MPa is reached, The deflection of the beam is 1/240 of the span. b. If the width of the beam is 300mm, how much total uniform load can it simply support? c. Compute the shearing stress of the beam using the uniform load in letter b. () M 个 lom 12 R.

4. A 10 m span simply supported beam carries a uniform load. The beam has an adequate lateral support. ALLOWABLE STRESSES: Bending: 12.65 MPa Deflection: 1/240 of span E: 13000 MPa a. Compute the depth of the beam so that when the allowable stresses of 12.65 MPa is reached, The deflection of the beam is 1/240 of the span. b. If the width of the beam is 300mm, how much total uniform load can it simply support? c. Compute the shearing stress of the beam using the uniform load in letter b. () M 个 lom 12 R.

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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