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14.2 Calculate the section modulus (with respect to the X-X axis) for the beams shown. LANY dodas 3" 10" X- (a) ver value. Subtract the beam weight 12" 9.k -X (b) -Plate 18" x 1" W24 x 162 "Plate 18" x 1"

14.2 Calculate the section modulus (with respect to the X-X axis) for the beams shown. LANY dodas 3" 10" X- (a) ver value. Subtract the beam weight 12" 9.k -X (b) -Plate 18" x 1" W24 x 162 "Plate 18" x 1"

Structural Analysis
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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14.2 Calculate the section modulus (with respect to the X-X axis) for the beams shown. 3" 10" 12" (a) PROBLEM 14.2 value. Subtract the beam weight T X 4" CC.AI BAUDI X- niet nouulde ported stewide-fiance (b) X -Plate 18" x 1" W24 X 162 "Plate 18" X 1"
Transcribed Image Text:14.2 Calculate the section modulus (with respect to the X-X axis) for the beams shown. 3" 10" 12" (a) PROBLEM 14.2 value. Subtract the beam weight T X 4" CC.AI BAUDI X- niet nouulde ported stewide-fiance (b) X -Plate 18" x 1" W24 X 162 "Plate 18" X 1"
X maacea bending stress. no baqolavab 918 14.6 The structural steel built-up member (b) of Problem 14.2 is to be used as a simply supported beam on a span of 40 ft. It is to carry a uniformly distributed load of 3.0 kips/ft, which includes its own weight. Calculate the maximum induced bending stress. We dous HBRAY SA 17 A round stead
Transcribed Image Text:X maacea bending stress. no baqolavab 918 14.6 The structural steel built-up member (b) of Problem 14.2 is to be used as a simply supported beam on a span of 40 ft. It is to carry a uniformly distributed load of 3.0 kips/ft, which includes its own weight. Calculate the maximum induced bending stress. We dous HBRAY SA 17 A round stead
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