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Figure 1. 10mm 203mm 10mm BI 15 KN/M To D L/3 L/3 /3 14mm 10000mm 94.5mm. 94.5m Girder ABCD Cross Section 274mm 14mm 302mm

Figure 1. 10mm 203mm 10mm BI 15 KN/M To D L/3 L/3 /3 14mm 10000mm 94.5mm. 94.5m Girder ABCD Cross Section 274mm 14mm 302mm

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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*Determine the maximum bending stress, in MPa, on the girder ABCD using the built-up section provided.

*Determine the Moment of Inertia, INA, of the section. (answer in x10^6 mm^4)

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
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
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