A wide-flange W250x149 section supports a distributed live load of 3.6 kN/m on a simple span of length 5.5 m. Determinemaximum flexural stress in MPa of the beam at midspan due to live load only.W250x149 properties:d = 282mmIx = 259 x 10^6 mm^4Sx = 1840 x10^3 mm^3mass= 149 kg/m

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A wide-flange W250x149 section supports a distributed live load of 3.6 kN/m on a simpl maximum flexural stress in MPa of the beam at midspan due to live load only. W250x149 properties: d = 282mm Ix = 259 x 10^6 mm^4 Sx = 1840 x10^3 mm^3 mass = 149 kg/m

A wide-flange W250x149 section supports a distributed live load of 3.6 kN/m on a simpl maximum flexural stress in MPa of the beam at midspan due to live load only. W250x149 properties: d = 282mm Ix = 259 x 10^6 mm^4 Sx = 1840 x10^3 mm^3 mass = 149 kg/m

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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Question

A wide-flange W250x149 section supports a distributed live load of 3.6 kN/m on a simple span of length 5.5 m. Determine
maximum flexural stress in MPa of the beam at midspan due to live load only.
W250x149 properties:
d = 282mm
Ix = 259 x 10^6 mm^4
Sx = 1840 x10^3 mm^3
mass= 149 kg/m

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