A 6 meters long floor beams in a certain building are simply supported at their ends and carry a floor load of 4 kN/m2. If the beams have W 250 x 45 section, determine the centreline spacing using the allowable flexural stress of 120 MPa. Properties of W 250 x 45: W = 44.9 kg/m and Sx = 534 x 103 mm³. A 10 meters beam simply supported at the end carries a uniformly distributed load of 16 kN/m over its entire length. Compute for the require section modulus.

A 6 meters long floor beams in a certain building are simply supported at their ends and carry a floor load of 4 kN/m2. If the beams have W 250 x 45 section, determine the centreline spacing using the allowable flexural stress of 120 MPa. Properties of W 250 x 45: W = 44.9 kg/m and Sx = 534 x 103 mm³. A 10 meters beam simply supported at the end carries a uniformly distributed load of 16 kN/m over its entire length. Compute for the require section modulus.

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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