2- The floor system shown above design to support service live load%=D4 kN/m? and total dead load = 10 kN/m?. Can the column (B) of dimension and detail shown below support the ultimate load of this slab and 1800 kN from upper stories. Assume: the column is short tied, f = 30 MPa and fy = 400 MPa. %3D rcover for all side =40mm 4Ø 25 mm 400 mm Ø 10mm@400mm 400 mm
2- The floor system shown above design to support service live load%=D4 kN/m? and total dead load = 10 kN/m?. Can the column (B) of dimension and detail shown below support the ultimate load of this slab and 1800 kN from upper stories. Assume: the column is short tied, f = 30 MPa and fy = 400 MPa. %3D rcover for all side =40mm 4Ø 25 mm 400 mm Ø 10mm@400mm 400 mm
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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![2- The floor system shown above design to support service live load=4 kN/m2 and
total dead load
= 10 kN/m?. Can the column (B) of dimension and detail shown
below support the ultimate load of this slab and 1800 kN from upper stories.
Assume: the column is short tied,f = 30 MPa and fy = 400 MPa.
%3D
-cover for all side =40mm
4 Ø 25 mm
400 mm
Ø 10mm@400mm
400 mm-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F250a3b20-7b94-42d8-ba11-bddf4f5898b2%2F97f4a313-1c96-46e1-8f6b-73864f5c4939%2Fn4jmnh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2- The floor system shown above design to support service live load=4 kN/m2 and
total dead load
= 10 kN/m?. Can the column (B) of dimension and detail shown
below support the ultimate load of this slab and 1800 kN from upper stories.
Assume: the column is short tied,f = 30 MPa and fy = 400 MPa.
%3D
-cover for all side =40mm
4 Ø 25 mm
400 mm
Ø 10mm@400mm
400 mm-
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