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Problem 2. Design a W section for a beam of A36 steel Fy=248 Mpa to carry a uniform load of 293 kN/m on a simply supported span of 1.5 m. Assume lateral bracing is adequate for stability

Problem 2. Design a W section for a beam of A36 steel Fy=248 Mpa to carry a uniform load of 293 kN/m on a simply supported span of 1.5 m. Assume lateral bracing is adequate for stability

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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Problem 2. Design a W section for a beam of A36 Pa. steel Fy=248 Mpa to carry a uniform load of as 293 kN/m on a simply supported span of 1.5 m. Assume lateral bracing is adequate for stability Properties of W sections available W 12x 27 W 12 x31 W 14x 26 380.27 N/m Wt of beam 3949 N/m 453.4 N/m Area 5129 5890 4948 Depth (d) Flange width (b) Flange thickness (t) Web thickness (t) Moment of inertia (1.) 849x 10 mm | 995x 10° mm* | 101.56 x 10° mm Sertion Modulus (S,) 5604x 10' mm² | 674.3 x 10' mm' | 5752 x 10' mm 303.78 307.09 352.81 165.02 165.74 127.64 10.16 11.81 10.62 6.02 6.73 6.48
Transcribed Image Text:Problem 2. Design a W section for a beam of A36 Pa. steel Fy=248 Mpa to carry a uniform load of as 293 kN/m on a simply supported span of 1.5 m. Assume lateral bracing is adequate for stability Properties of W sections available W 12x 27 W 12 x31 W 14x 26 380.27 N/m Wt of beam 3949 N/m 453.4 N/m Area 5129 5890 4948 Depth (d) Flange width (b) Flange thickness (t) Web thickness (t) Moment of inertia (1.) 849x 10 mm | 995x 10° mm* | 101.56 x 10° mm Sertion Modulus (S,) 5604x 10' mm² | 674.3 x 10' mm' | 5752 x 10' mm 303.78 307.09 352.81 165.02 165.74 127.64 10.16 11.81 10.62 6.02 6.73 6.48
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