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!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.11.9P

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Types and properties of steel

Steel is an alloy of iron. It is formed by heating iron and combining carbon (0.1-1.7%) with it and minor amounts of other elements such sulfur, chromium, manganese, nickel, etc. Thousands of steel grades have been published, registered, or regulated around the world, each with its chemical composition, and special numbering systems have been devised in various countries to classify the vast number of alloys.

Question

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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