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2. Design the footing for a rectangular column with the given dimensions Hc = 350mm and Bc=450mm which is to carry Ppi = 700 kN. Mp = 180 kN*m, P = 950 kN, M = 175 kN'm. The bottom of the footing is 1.5m below the NGL with an allowable bearing capacity of qallow = 200 kN/m2. Using fc = 27 MPa, fy = 345 MPa, ysoil = 18 kN/m3, Vconc = 24 kN/m, bar diameter = 20 mm, x = 1.3m what is the effective bearing pressure in kPa? (2 decimal places)

2. Design the footing for a rectangular column with the given dimensions Hc = 350mm and Bc=450mm which is to carry Ppi = 700 kN. Mp = 180 kN*m, P = 950 kN, M = 175 kN'm. The bottom of the footing is 1.5m below the NGL with an allowable bearing capacity of qallow = 200 kN/m2. Using fc = 27 MPa, fy = 345 MPa, ysoil = 18 kN/m3, Vconc = 24 kN/m, bar diameter = 20 mm, x = 1.3m what is the effective bearing pressure in kPa? (2 decimal places)

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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2. Design the footing for a rectangular column with the given dimensions Hc = 350mm and Bc=450mm which is to carry PDL = 700 kN, MDL = 180 kN*m, PLL = 950 kN, MLL = 175 kN'm. The bottom of the footing is 1.5m below the NGL with an allowable bearing capacity of qallow = 200 kN/m2. Using fc = 27 MPa, fy = 345 MPa, Vsoil = 18 kN/m, Vconc = 24 kN/m, bar diameter = 20 mm, x = 1.3m what is the effective bearing pressure in kPa? (2 decimal places)
Transcribed Image Text:2. Design the footing for a rectangular column with the given dimensions Hc = 350mm and Bc=450mm which is to carry PDL = 700 kN, MDL = 180 kN*m, PLL = 950 kN, MLL = 175 kN'm. The bottom of the footing is 1.5m below the NGL with an allowable bearing capacity of qallow = 200 kN/m2. Using fc = 27 MPa, fy = 345 MPa, Vsoil = 18 kN/m, Vconc = 24 kN/m, bar diameter = 20 mm, x = 1.3m what is the effective bearing pressure in kPa? (2 decimal places)
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