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14.2 Calculate the section modulus (with respect to the X-X axis) for the beams shown. 3" 10" X- for 12" sd asdp 4" - X FO btract the beam weight EE.PI BAUDI X- orted ste the weight Plate 18" X 1" W24 x 162 the beam) X Plate 18" X 1"

14.2 Calculate the section modulus (with respect to the X-X axis) for the beams shown. 3" 10" X- for 12" sd asdp 4" - X FO btract the beam weight EE.PI BAUDI X- orted ste the weight Plate 18" X 1" W24 x 162 the beam) X 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" Span 12" 50 kN/m- 509 kN/m Subtract the beam weight T -X (a) 916 anidriod PROBLEM 14.2 4" EE.AI BAUDI hist 558 X- - Plate 18" X 1" nottulde (b) W24 X 162 weight the beam) -X 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" Span 12" 50 kN/m- 509 kN/m Subtract the beam weight T -X (a) 916 anidriod PROBLEM 14.2 4" EE.AI BAUDI hist 558 X- - Plate 18" X 1" nottulde (b) W24 X 162 weight the beam) -X Plate 18" X 1"
stress. ad no bsqolsvab 918 29229112 14.6 The structural steel built-up member (b) of Problem 14.2 is malto 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 w bending stress. dr lo nossasin 47 A round stool wo OF
Transcribed Image Text:stress. ad no bsqolsvab 918 29229112 14.6 The structural steel built-up member (b) of Problem 14.2 is malto 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 w bending stress. dr lo nossasin 47 A round stool wo OF
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