9 ft Problem: A floor consists of 8 steel beams/girders supporting three 1-way slab panels. The beams are supported on 6 columns around the perimeter of the roof. The roof is subjected to a uniform pressure of 150 psf. All beams and girders weigh 90 lb/ft. Use free-body diagrams and statics equations to determine the load and reactions on all the beams (Beam 1, 2, 3 and 4), girders (Girders 1 and 2), and columns (Columns 1, 2 and 3). 9 ft Girder 2 I -18 ft Column 3 Column 2 Beam 3 H Girder 1 I Beam 2 I Beam 4 6 ft Column 1 I I Beam 1
9 ft Problem: A floor consists of 8 steel beams/girders supporting three 1-way slab panels. The beams are supported on 6 columns around the perimeter of the roof. The roof is subjected to a uniform pressure of 150 psf. All beams and girders weigh 90 lb/ft. Use free-body diagrams and statics equations to determine the load and reactions on all the beams (Beam 1, 2, 3 and 4), girders (Girders 1 and 2), and columns (Columns 1, 2 and 3). 9 ft Girder 2 I -18 ft Column 3 Column 2 Beam 3 H Girder 1 I Beam 2 I Beam 4 6 ft Column 1 I I Beam 1
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 10.7.9P
Related questions
Question
A floor consists of 8 steel beams/girders supporting three 1-way slab panels. The
beams are supported on 6 columns around the perimeter of the roof. The roof is
subjected to a uniform pressure of 150 psf . All beams and girders weigh 90lb//ft.
Use free-body diagrams and statics equations to determine the load and reactions
on all the beams (Beam 1, 2, 3 and 4), girders (Girders 1 and 2), and columns
(Columns 1, 2 and 3).
(we only focused on one-way slabs in the class + pls include FBDs)
Transcribed Image Text:9 ft
Problem:
A floor consists of 8 steel beams/girders supporting three 1-way slab panels. The
beams are supported on 6 columns around the perimeter of the roof. The roof is
subjected to a uniform pressure of 150 psf. All beams and girders weigh 90 lb/ft.
Use free-body diagrams and statics equations to determine the load and reactions
on all the beams (Beam 1, 2, 3 and 4), girders (Girders 1 and 2), and columns
(Columns 1, 2 and 3).
9 ft
Girder 2
I
-18 ft
Column 3
Column 2
Beam 3
H
Girder 1
I
Beam 2
I
Beam 4
6 ft
Column 1
I
I
Beam 1
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