The steelwork framing plan for a floor system shows decks as D1-D12, beams and girders as M1 M20 and columns as C1-C9. The unit load on the system is 75-psf dead and 45-psf live. What is the total load going into column C2?
The steelwork framing plan for a floor system shows decks as D1-D12, beams and girders as M1 M20 and columns as C1-C9. The unit load on the system is 75-psf dead and 45-psf live. What is the total load going into column C2?
Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter5: Beams
Section: Chapter Questions
Problem 5.11.9P
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![The steelwork framing plan for a floor system shows decks as D1-D12, beams and girders as M1-
M20 and columns as C1-C9. The unit load on the system is 75-psf dead and 45-psf live.
What is the total load going into column C2?
C3
C1
C2
I.
M1
M2
D3
M8
M3
M4
M5
M6
D1
D2
D4
36'
M7
D5
C5
C6
C4
M9
M10
D6
M16
M17
M18
M19
M11
M12
D7
D10
D11
D12
40'
M13
D8
M14
D9
I.
C9
C7
C8
M20
M15
24'
16'](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fefe8e5bf-0d01-40a5-8bfd-713b940a86f2%2Fed8dfdf6-9902-4b2d-99fd-307a29aba4ff%2Fpvxnys6_processed.png&w=3840&q=75)
Transcribed Image Text:The steelwork framing plan for a floor system shows decks as D1-D12, beams and girders as M1-
M20 and columns as C1-C9. The unit load on the system is 75-psf dead and 45-psf live.
What is the total load going into column C2?
C3
C1
C2
I.
M1
M2
D3
M8
M3
M4
M5
M6
D1
D2
D4
36'
M7
D5
C5
C6
C4
M9
M10
D6
M16
M17
M18
M19
M11
M12
D7
D10
D11
D12
40'
M13
D8
M14
D9
I.
C9
C7
C8
M20
M15
24'
16'
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