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If the allowable bending stress for the built-up section is 60% of the yield strength, Fy, Determine the maximum allowable bending moment, in kN-m, that can be applied.

If the allowable bending stress for the built-up section is 60% of the yield strength, Fy, Determine the maximum allowable bending moment, in kN-m, that can be applied.

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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If the allowable bending stress for the built-up section is 60% of the yield strength, Fy, Determine the maximum allowable bending moment, in kN-m, that can be applied.

manner. No/ wrong solution is wrong. Utilize the answer sheet provided by writing the numerical value only of your answer in 2 decimal places. Do not round between calculations. Units are required on the solution paper. Situation 1| Girder ABCD below, is made up of W-section and two 10 mm steel plate, supports two intermediate beams at point B and C. A 15 kN/m uniformly distributed load is imposed at girder ABCD in addition to concentrated loads due to two intermediate beams. The intermediate beams are 5 meters long and subjected to a 6 kN/m uniformly distributed load. Assume all member is simply supported. Use E=200 GPa, Fy=420 MPa. Neglect beam weight. Figure 1. I 15 KNM T
Transcribed Image Text:manner. No/ wrong solution is wrong. Utilize the answer sheet provided by writing the numerical value only of your answer in 2 decimal places. Do not round between calculations. Units are required on the solution paper. Situation 1| Girder ABCD below, is made up of W-section and two 10 mm steel plate, supports two intermediate beams at point B and C. A 15 kN/m uniformly distributed load is imposed at girder ABCD in addition to concentrated loads due to two intermediate beams. The intermediate beams are 5 meters long and subjected to a 6 kN/m uniformly distributed load. Assume all member is simply supported. Use E=200 GPa, Fy=420 MPa. Neglect beam weight. Figure 1. I 15 KNM T
Figure 1. 10mm 203mm. 10mm BI 15 KN/M To D L/3 L/3 L/3 14mm 10000mm 94.5mm 94.5m Girder ABCD Cross Section 274mm H4mm 302mm
Transcribed Image Text:Figure 1. 10mm 203mm. 10mm BI 15 KN/M To D L/3 L/3 L/3 14mm 10000mm 94.5mm 94.5m Girder ABCD Cross Section 274mm H4mm 302mm
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