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. 1 1 Column- -H I H FIGURE P9-8 Beam Girder I 1 3 at 8 ft 24 ft BE -H- H- 30 ft Note: Floor continues on all sides 4-
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. 1 1 Column- -H I H FIGURE P9-8 Beam Girder I 1 3 at 8 ft 24 ft BE -H- H- 30 ft Note: Floor continues on all sides 4-
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.8P
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![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/ft²³.
1
Column
-I-
FIGURE P9-8
Beam
Girder
3 at 8 ft 24 ft
I-
T
30 ft
Note: Floor continues
on all sides](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3c9895c3-83f0-4114-b335-6af49360875d%2Fc3f7976d-fc86-46e3-bed8-ec3231e35c66%2Fighbyuq_processed.jpeg&w=3840&q=75)
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/ft²³.
1
Column
-I-
FIGURE P9-8
Beam
Girder
3 at 8 ft 24 ft
I-
T
30 ft
Note: Floor continues
on all sides
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