4: AW section is used as a beam without lateral support. A-36 steel is used. Properties of W- Section: A= 24709.6 mm d 840.74 mm bf 292.35 mm tf = 21.72 mm tw = 14.73 mm 1 2792.9 x 10 mm 1, = 90.74 x 10 mm S, 6653.15 x 10 mm S, = 621.07 x 10 mm r,= 335.28 mm r,= 60.45 mm a. Compute the allowable bending stress if it has a simple span of 3.5m b. Compute the allowable bending stress if it has a simple span of 4m. C. Compute the allowable bending stress if it has a simple span of 7m. d. Compute the allowable bending stress if it has a simple span of 9m.

4: AW section is used as a beam without lateral support. A-36 steel is used. Properties of W- Section: A= 24709.6 mm d 840.74 mm bf 292.35 mm tf = 21.72 mm tw = 14.73 mm 1 2792.9 x 10 mm 1, = 90.74 x 10 mm S, 6653.15 x 10 mm S, = 621.07 x 10 mm r,= 335.28 mm r,= 60.45 mm a. Compute the allowable bending stress if it has a simple span of 3.5m b. Compute the allowable bending stress if it has a simple span of 4m. C. Compute the allowable bending stress if it has a simple span of 7m. d. Compute the allowable bending stress if it has a simple span of 9m.

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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