Please Answer the problem attached image. ASAPThank you very much. A W 24 x 103 is used as a beam that is simply supported at its ends. The properties of the section is asfollows:d = 623.10 mmtw = 14.00 mmbf = 228.60 mmtf = 24.90 mmA = 19,548.00 mm2W = 153.76 kg/mrt = 59.18 mmlx = 1,248,694,000,000 mm4Sx = 4,008,005 mm3rx = 252.74 mmly = 49,532,000,000 mm4Sy = 433,350.83 mm4ry = 50.34 mm 3. AW 610 x 153 is used as a beam that is simply supported at its ends. The properties of thesection is given in your copy. (Use 2015 NSCP) Its = 61 mmThe beam is laterally supported at supports only. Use Ex = 248 MPa.a) Determine the allowable bending stress for a length of 2 m. (ASD & LRFD)b) Determine the allowable bending stress for a length of 4 m. (ASD & LRFD)c) Determine the allowable bending stress for a length of 9 m. (ASD & LRFD)

Answered: Image /qna-images/answer/7e695331-a1f7-49d6-b746-e555e9b6709f.jpg

A W 24 x 103 is used as a beam that is simply supported at its ends. The properties of the section is as follows: d=623.10 mm tw = 14.00 mm bf=228.60 mm tf = 24.90 mm A = 19,548.00 mm2 W = 153.76 kg/m Ix = 1,248,694,000,000 mm4 Sx = 4,008,005 mm3 rx = 252.74 mm ly = 49,532,000,000 mm4 Sy = 433,350.83 mm4 ry = 50.34 mm

A W 24 x 103 is used as a beam that is simply supported at its ends. The properties of the section is as follows: d=623.10 mm tw = 14.00 mm bf=228.60 mm tf = 24.90 mm A = 19,548.00 mm2 W = 153.76 kg/m Ix = 1,248,694,000,000 mm4 Sx = 4,008,005 mm3 rx = 252.74 mm ly = 49,532,000,000 mm4 Sy = 433,350.83 mm4 ry = 50.34 mm

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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