The framing plan for a small industrial building shows the arrangement of beams (W 18x60) and girders (W 30x108) that are used to support a 6" reinforced concrete floor. The concrete floor supports a live load of 80 psf and can be assumed to behave as a one-way slab with a unit weight of 150 lb/ft°. Note that the floor and beams/girders continue on all sides. Determine the factored load transferred to an interior column. (Note: Report answer in kips) Note: Floor continues on all sides Girder Column 38 ft Beams -3 at 15 ft = 45 ft-
The framing plan for a small industrial building shows the arrangement of beams (W 18x60) and girders (W 30x108) that are used to support a 6" reinforced concrete floor. The concrete floor supports a live load of 80 psf and can be assumed to behave as a one-way slab with a unit weight of 150 lb/ft°. Note that the floor and beams/girders continue on all sides. Determine the factored load transferred to an interior column. (Note: Report answer in kips) Note: Floor continues on all sides Girder Column 38 ft Beams -3 at 15 ft = 45 ft-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The framing plan for a small industrial building shows the arrangement of beams (W 18x60) and
girders (W 30x108) that are used to support a 6" reinforced concrete floor. The concrete floor
supports a live load of 80 psf and can be assumed to behave as a one-way slab with a unit
weight of 150 Ib/ft³. Note that the floor and beams/girders continue on all sides.
Determine the factored load transferred to an interior column.
(Note: Report answer in kips)
Note: Floor continues
on all sides
Column
Girder
38 ft
Beams
3 at 15 ft 45 ft-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff966c414-4cbd-409b-9db4-c8010e535c33%2F91580f95-c726-4f02-93a6-3ec8ae4eccf0%2Fei5rdp4_processed.png&w=3840&q=75)
Transcribed Image Text:The framing plan for a small industrial building shows the arrangement of beams (W 18x60) and
girders (W 30x108) that are used to support a 6" reinforced concrete floor. The concrete floor
supports a live load of 80 psf and can be assumed to behave as a one-way slab with a unit
weight of 150 Ib/ft³. Note that the floor and beams/girders continue on all sides.
Determine the factored load transferred to an interior column.
(Note: Report answer in kips)
Note: Floor continues
on all sides
Column
Girder
38 ft
Beams
3 at 15 ft 45 ft-
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