A square column 363 mm x 363 mm rests on a square footing. The column supports adead load of 1,290 kN and a live load of 814 kN. The soil bearing capacity is 337.72kPa. The base of the footing is 1.88 m below the ground. Assume unit weight ofconcrete of 24 kN/m and unit weight of soil of 17.47 kN/m. The footing has athickness of 562 mm and the centroid of the main bars is 100 mm from the bottom ofthe footing. Use fc' 25.86 MPa, fy 248 MPa.Calculate the number of required number of 16 mm o barsNote: Present the width (B) in multiples of 100 mm.

A square column 363 mm x 363 mm rests on a square footing. The column supports a dead load of 1,290 kN and a live load of 814 kN. The soil bearing capacity is 337.72 kPa. The base of the footing is 1.88 m below the ground. Assume unit weight of concrete of 24 kN/m3 and unit weight of soil of 17.47 kN/m³. The footing has a thickness of 562 mm and the centroid of the main bars is 100 mm from the bottom of the footing. Use fc' = 25.86 MPa, fy 248 MPa. Calculate the number of required number of 16 mm o bars

A square column 363 mm x 363 mm rests on a square footing. The column supports a dead load of 1,290 kN and a live load of 814 kN. The soil bearing capacity is 337.72 kPa. The base of the footing is 1.88 m below the ground. Assume unit weight of concrete of 24 kN/m3 and unit weight of soil of 17.47 kN/m³. The footing has a thickness of 562 mm and the centroid of the main bars is 100 mm from the bottom of the footing. Use fc' = 25.86 MPa, fy 248 MPa. Calculate the number of required number of 16 mm o bars

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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