A footing needs to support a 450mm square column. The column carries a service dead load of 450kN and a service live load of 280 kN. Use the following date; f'c = 28MPA, fy = 414 MPa; unit weight of soil = 17.5 kN/m^3, unit weight of concrete = 23.5 kN/m^3, allowable soil pressure = 250 kPa, depth of footing = 2.0 m and main bar diameter is 20 mm. Assume 800 mm thickness of footing and concrete cover of 75 mm. 1. Design a square footing. Use proper rounding off based on the discussion. a) length of the side of square footing in meters. Blank 1 b) computed effective depth in mm. Blank 2 c) height of concrete in mm. Blank 3 d) number of reinforcement. Blank 4 2. Compute the final effective depth if the width is limited to 1.50m. Use proper rounding off based on the discussion. a) d short in mm Blank 5 b) d long in mm Blank 6 Blank 1 Add your answer Blank 2 Add your answer Blank 3 Add your answer Blank 4 Add your answer Blank 5 Add your answer Blank 6 Add your answer

A footing needs to support a 450mm square column. The column carries a service dead load of 450kN and a service live load of 280 kN. Use the following date; f'c = 28MPA, fy = 414 MPa; unit weight of soil = 17.5 kN/m^3, unit weight of concrete = 23.5 kN/m^3, allowable soil pressure = 250 kPa, depth of footing = 2.0 m and main bar diameter is 20 mm. Assume 800 mm thickness of footing and concrete cover of 75 mm. 1. Design a square footing. Use proper rounding off based on the discussion. a) length of the side of square footing in meters. Blank 1 b) computed effective depth in mm. Blank 2 c) height of concrete in mm. Blank 3 d) number of reinforcement. Blank 4 2. Compute the final effective depth if the width is limited to 1.50m. Use proper rounding off based on the discussion. a) d short in mm Blank 5 b) d long in mm Blank 6 Blank 1 Add your answer Blank 2 Add your answer Blank 3 Add your answer Blank 4 Add your answer Blank 5 Add your answer Blank 6 Add your answer

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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