Please answer d, e and f only, thanks 2. A built-up W-section is to be used as a girder. It is simply supported over aspan of 12 meters. It has a lateral support 5 meters from the left support.Use Fy=415 MPa and Cb=1.0Properties of the section:A=16,288 mm²br=300 mmtr=16 mmd=450 mmtw=16 mmIx=549,638.71x10³ mm4 -72,142.68x10³ mm³IFSU-LAG-INS-F012Rev.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.

Area, width of flange, depth of section, thickness of flange, NOTE According to company guidelines,…

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 d=450 mm tw=16 mm Ix=549,638.71x10³ br=300 mm t₁=16 mm mm -72,142.68x10³ mm³

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 d=450 mm tw=16 mm Ix=549,638.71x10³ br=300 mm t₁=16 mm mm -72,142.68x10³ mm³

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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