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Design a square concrete column footing to support a 300-mm x 300-mm reinforced concrete column that in turn is supporting a 130-kN dead load and a 200-kN live load. fc = 28MPA, f,= 414, and q. = 210 kPa. The base of the footing is to be 1.50 m below the final grade. Concrete weight = 24KN/m³ and soil weight = 16KN/m?. Assume 500mm thick for footing. Also check the bearing strength and the required development length. The bar diameter of the footing is 16 mm, N.G.L Main Bars Dr Main Rars

Design a square concrete column footing to support a 300-mm x 300-mm reinforced concrete column that in turn is supporting a 130-kN dead load and a 200-kN live load. fc = 28MPA, f,= 414, and q. = 210 kPa. The base of the footing is to be 1.50 m below the final grade. Concrete weight = 24KN/m³ and soil weight = 16KN/m?. Assume 500mm thick for footing. Also check the bearing strength and the required development length. The bar diameter of the footing is 16 mm, N.G.L Main Bars Dr Main Rars

Structural Analysis
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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design a square concrete column. use the image below 

Design a square concrete column footing to support a 300-mm x 300-mm reinforced concrete column that in turn is supporting a 130-kN dead load and a 200-kN live load. fc = 28MPA, f,= 414, and qa = 210 kPa. The base of the footing is to be 1.50 m below the final grade. Concrete weight = 24kN/m³ and soil weight = 16kN/m³. Assume 500mm thick for footing. Also check the bearing strength and the required development length, The bar diameter of the footing is 16 mm, P N.G.L Dr Main Bars Main Rars
Transcribed Image Text:Design a square concrete column footing to support a 300-mm x 300-mm reinforced concrete column that in turn is supporting a 130-kN dead load and a 200-kN live load. fc = 28MPA, f,= 414, and qa = 210 kPa. The base of the footing is to be 1.50 m below the final grade. Concrete weight = 24kN/m³ and soil weight = 16kN/m³. Assume 500mm thick for footing. Also check the bearing strength and the required development length, The bar diameter of the footing is 16 mm, P N.G.L Dr Main Bars Main Rars
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