2. A built-up W-section is to be used as a girder. It is simply supported over a span of 12 meters. It has a lateral support 5 meters from the left support. Use Fy=415 MPa and Cb=1.0 Properties of the section: A=16,288 mm² b₁=300 mm t₁=16 mm d=450 mm tw=16 mm Ix=549,638.71x10³ mm -72,142.68x10³ mm³ IFSU-LAG-INS-F012 Rev.00(Jan.03,2022) a. Determine the elastic section modulus, Sx. b. Determine the plastic section modulus, Zx. c. Determine the compactness of the section. d. Determine the lateral support condition. e. Determine the Allowable Flexural Strength of the girder in N-mm. f. Determine the Ultimate Flexural Strength of the girder in N-mm. Express your final answers in 2 decimal places.

2. A built-up W-section is to be used as a girder. It is simply supported over a span of 12 meters. It has a lateral support 5 meters from the left support. Use Fy=415 MPa and Cb=1.0 Properties of the section: A=16,288 mm² b₁=300 mm t₁=16 mm d=450 mm tw=16 mm Ix=549,638.71x10³ mm -72,142.68x10³ mm³ IFSU-LAG-INS-F012 Rev.00(Jan.03,2022) a. Determine the elastic section modulus, Sx. b. Determine the plastic section modulus, Zx. c. Determine the compactness of the section. d. Determine the lateral support condition. e. Determine the Allowable Flexural Strength of the girder in N-mm. f. Determine the Ultimate Flexural Strength of the girder in N-mm. Express your final answers in 2 decimal places.

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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