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The live load on the floor is 100 psf. Design the slab S1; beams B1 and B2; girder G1, and columns. • Design the slab as one-way slab for simply-supported end conditions and a span of 9 feet • Design the beams and the girder for simply-supported end conditions assuming the beams are spanning 21 feet and the girder 27 feet. • Design the columns. The columns are classified as short columns and are braced against sidesway. The unsupported length of the columns is 8 feet. B1

The live load on the floor is 100 psf. Design the slab S1; beams B1 and B2; girder G1, and columns. • Design the slab as one-way slab for simply-supported end conditions and a span of 9 feet • Design the beams and the girder for simply-supported end conditions assuming the beams are spanning 21 feet and the girder 27 feet. • Design the columns. The columns are classified as short columns and are braced against sidesway. The unsupported length of the columns is 8 feet. B1

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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The live load on the floor is 100 psf. Design the slab S1; beams B1 and B2; girder G1, and columns. Design the slab as one-way slab for simply-supported end conditions and a span of 9 feet Design the beams and the girder for simply-supported end conditions assuming the beams are spanning 21 feet and the girder 27 feet. • Design the columns. The columns are classified as short columns and are braced against sidesway. The unsupported length of the columns is 8 feet. B1 9' S1 B2 9' G1 Si B2 9' Si B1 21'
Transcribed Image Text:The live load on the floor is 100 psf. Design the slab S1; beams B1 and B2; girder G1, and columns. Design the slab as one-way slab for simply-supported end conditions and a span of 9 feet Design the beams and the girder for simply-supported end conditions assuming the beams are spanning 21 feet and the girder 27 feet. • Design the columns. The columns are classified as short columns and are braced against sidesway. The unsupported length of the columns is 8 feet. B1 9' S1 B2 9' G1 Si B2 9' Si B1 21'
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