Messages 7. A 4.0 M simply supported beam carries a uniform distributed load of 2KN/M over its entire span and concentrated load of 6KN at the mid span. If the maximum allowable bending stress is 8.27 MPa, the allowable shearing stress is 0.70MPa, the maximum deflection is L/240, and E= 10343 MPa .Design the section of beam by using the ratio of d=3b.

Messages 7. A 4.0 M simply supported beam carries a uniform distributed load of 2KN/M over its entire span and concentrated load of 6KN at the mid span. If the maximum allowable bending stress is 8.27 MPa, the allowable shearing stress is 0.70MPa, the maximum deflection is L/240, and E= 10343 MPa .Design the section of beam by using the ratio of d=3b.

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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