A simple supported beam has a span of 10 m. The beam used is a W33 x 240 with an A242 steel with Fy = 345 MPa.Compute the safe uniformly distributed load that can be safely carried by the beam.Properties of W33 x 240 sectionA = 45548 mm²b = 402.97 mmd = 850.9 mmt₁ = 35.56 mmtw = 21.08 mmIx = 5660.75 x 10mm*Iy = 388.34 x 10mm*w = 3.51 kN/mSx = 13322.68 x 10³ mm³Sy = 1933.67 x 10³ mm³a. If the compression flange is braced laterally.b. If the compression flange has lateral support only at its ends.c. If the compression flange has lateral supports only at its ends and the midspan.

Given data:- Length of the span of the beam, L=10 m Given W33×240 section Grade of steel is A242…

A simple supported beam has a span of 10 m. The beam used is a W33 x 240 with an A242 steel with Fy = 345 MPa. Compute the safe uniformly distributed load that can be safely carried by the beam. Properties of W33 x 240 section tw = 21.08 mm Ix = 5660.75 x 10 mm* A = 45548 mm² b=402.97 mm d = 850.9 mm t₁ = 35.56 mm a. If the compression flange is braced laterally. b. If the compression flange has lateral support only at its ends. c. If the compression flange has lateral supports only at its ends and the midspan. Iy = 388.34 x 10 mm w = 3.51 kN/m Sx=13322.68 x 10³ mm³ Sy = 1933.67 x 10³ mm³

A simple supported beam has a span of 10 m. The beam used is a W33 x 240 with an A242 steel with Fy = 345 MPa. Compute the safe uniformly distributed load that can be safely carried by the beam. Properties of W33 x 240 section tw = 21.08 mm Ix = 5660.75 x 10 mm* A = 45548 mm² b=402.97 mm d = 850.9 mm t₁ = 35.56 mm a. If the compression flange is braced laterally. b. If the compression flange has lateral support only at its ends. c. If the compression flange has lateral supports only at its ends and the midspan. Iy = 388.34 x 10 mm w = 3.51 kN/m Sx=13322.68 x 10³ mm³ Sy = 1933.67 x 10³ mm³

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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