Design the combined footing to support the two columns shown. The base of footing is 2 mbelow the ground surface. Use the following data: Yconcrete = 23.50 kN/m°, Ysol = 17.20 kN/m', f, =345 MPa, f, = 27.50 MPa. Allowable bearing pressure, q = 290 kPa.Column 1Column 2400 mm x 400 mm500 mm x 500 mmPOL = 650 kN940 kNPOL = 1120 kN1430 kN%3!%3DLB0.20 m4.00 m

Solution: Given: Column 1: 400 x 400 mm DL = 650 kN, LL = 940 kN Column 2: 500 x 500 mm DL = 1120kN;…

Design the combined footing to support the two columns shown. The base of footing is 2 m below the ground surface. Use the following data: Yconcrete = 23.50 kN/m, Ysol = 17.20 kN/m², f, = 345 MPa, f. = 27.50 MPa. Allowable bearing pressure, q = 290 kPa. Column 1 Column 2 400 mm x 400 mm 500 mm x 500 mm POL = 650 kN Pu = 940 kN POL = 1120 kN Pu = 1430 kN %3D L в 0.20 m 4.00 m

Design the combined footing to support the two columns shown. The base of footing is 2 m below the ground surface. Use the following data: Yconcrete = 23.50 kN/m, Ysol = 17.20 kN/m², f, = 345 MPa, f. = 27.50 MPa. Allowable bearing pressure, q = 290 kPa. Column 1 Column 2 400 mm x 400 mm 500 mm x 500 mm POL = 650 kN Pu = 940 kN POL = 1120 kN Pu = 1430 kN %3D L в 0.20 m 4.00 m

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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