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The accompanying figure shows the arrangement of beams and girders that are used to support a 5 in. reinforced concrete floor for a small industrial building. Design the beams and girders assuming that they are simply supported. Assume full lateral support of the compression flange and a live load of 80 psf. Concrete weight is 180 lb/ft3.t

The accompanying figure shows the arrangement of beams and girders that are used to support a 5 in. reinforced concrete floor for a small industrial building. Design the beams and girders assuming that they are simply supported. Assume full lateral support of the compression flange and a live load of 80 psf. Concrete weight is 180 lb/ft3.t

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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The accompanying figure shows the arrangement of beams and girders that are used to support a 5 in. reinforced concrete floor for a small industrial building. Design the beams and girders assuming that they are simply supported. Assume full lateral support of the compression flange and a live load of 80 psf. Concrete weight is 180 lb/ft3.t

9-8. The accompanying figure shows the arrangement of beams and girders that are used to support a 5 in reinforced concrete floor for a small industrial building. Design the beams and girders assuming that they are simply supported. Assume full lateral sup- port of the compression flange and a live load of 80 psf. Concrete weight is 150 lb/ft³. Note: Floor continues on all sides Column Girder Beam I- 3 at 8 ft = 24 ft FIGURE P9-8 30 ft
Transcribed Image Text:9-8. The accompanying figure shows the arrangement of beams and girders that are used to support a 5 in reinforced concrete floor for a small industrial building. Design the beams and girders assuming that they are simply supported. Assume full lateral sup- port of the compression flange and a live load of 80 psf. Concrete weight is 150 lb/ft³. Note: Floor continues on all sides Column Girder Beam I- 3 at 8 ft = 24 ft FIGURE P9-8 30 ft
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