A steel beam having a simple span of 8 m is subjected to a counterclockwise moment at the left end and 25% of M(counterclockwise) at the right end. The steel section has the following properties.b₁ = 0.210 mSx = 0.00206 m³r₁ = 0.053 mtr=0.016 mFy = 248 MPad = 0.533 ma. Determine the maximum slenderness ratio which the beam would be considered long.b. Compute the allowable bending stress.c. Compute the moment at the right end.FA137

Given values: Span ,L = 8 m bf=0.210 m Sx=0.00206 m3 d=0.533 m rt=0.053 m tf= 0.016 m Fy= 248 MPa

A steel beam having a simple span of 8 m is subjected to a counterclockwise moment at the left end and 25% of M (counterclockwise) at the right end. The steel section has the following properties. br=0.210 m r₂ = 0.053 m S, = 0.00206 m³ t = 0.016 m d = 0.533 m F₂ = 248 MPa a. Determine the maximum slenderness ratio which the beam would be considered long. b. Compute the allowable bending stress. c. Compute the moment at the right end.

A steel beam having a simple span of 8 m is subjected to a counterclockwise moment at the left end and 25% of M (counterclockwise) at the right end. The steel section has the following properties. br=0.210 m r₂ = 0.053 m S, = 0.00206 m³ t = 0.016 m d = 0.533 m F₂ = 248 MPa a. Determine the maximum slenderness ratio which the beam would be considered long. b. Compute the allowable bending stress. c. Compute the moment at the right end.

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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