G2 SITUATION. A square footing 2.4 m x 2.4 m x 0.45 m thick supports a rectangular column 0.35mx 0.40 m at its center.Column loads are service conditions:DL = 680 kNLL = 400 kN%3Dfc' = 20.7 MPafy = 275 MPaConcrete cover to the centroid of reinforcement = 100 mm.Using NSCP 2015 Code Provisions:Determine the number of 20 mm bars required for critical moment.O 1213O 1415

Given Data: Square footing=2.4*2.4*0.45m Rectangular column=0.35*0.4 m DL=680 Kn LL=400 Kn…

SITUATION. A square footing 2.4 m x 2.4 m x 0.45 m thick supports a rectangular column 0.35 mx 0.40 m at its center. Column loads are service conditions: DL = 680 kN LL = 400 kN %3D fc' = 20.7 MPa fy 275 MPa %3! Concrete cover to the centroid of reinforcement 100 mm. Using NSCP 2015 Code Provisions: Determine the number of 20 mm bars required for critical moment.

SITUATION. A square footing 2.4 m x 2.4 m x 0.45 m thick supports a rectangular column 0.35 mx 0.40 m at its center. Column loads are service conditions: DL = 680 kN LL = 400 kN %3D fc' = 20.7 MPa fy 275 MPa %3! Concrete cover to the centroid of reinforcement 100 mm. Using NSCP 2015 Code Provisions: Determine the number of 20 mm bars required for critical moment.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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