Design a square spread footing to support an edge column 460mm x 460mm in dimension. The allowable soil pressure is 478.5 KPa, unit weight of soil is 20.4 KN/m³, unit weight of concrete is 23.5 KN/m³, fé = 21 MPa, fy = 414 MPa, 75mm clear cover and 25mm diameter rebars both ways. DL= 1070 KN & LL = 1410 KN DL LL 150mm concrete slab- 1.50 m
Design a square spread footing to support an edge column 460mm x 460mm in dimension. The allowable soil pressure is 478.5 KPa, unit weight of soil is 20.4 KN/m³, unit weight of concrete is 23.5 KN/m³, fé = 21 MPa, fy = 414 MPa, 75mm clear cover and 25mm diameter rebars both ways. DL= 1070 KN & LL = 1410 KN DL LL 150mm concrete slab- 1.50 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Design a square spread footing to support an edge column 460mm x 460mm in
dimension. The allowable soil pressure is 478.5 KPa, unit weight of soil is 20.4
KN/m³, unit weight of concrete is 23.5 KN/m³, fó= 21 MPa, fy = 414 MPa, 75mm
clear cover and 25mm diameter rebars both ways.
DL= 1070 kN & LL = 1410 KN
DL
LL
150mm concrete slab
1.50 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff61c951f-eb07-401b-867c-f957d3d0fc96%2F2dd372e8-2d27-4637-b96d-054392c5e4bb%2Fh89mott_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Design a square spread footing to support an edge column 460mm x 460mm in
dimension. The allowable soil pressure is 478.5 KPa, unit weight of soil is 20.4
KN/m³, unit weight of concrete is 23.5 KN/m³, fó= 21 MPa, fy = 414 MPa, 75mm
clear cover and 25mm diameter rebars both ways.
DL= 1070 kN & LL = 1410 KN
DL
LL
150mm concrete slab
1.50 m
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