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MACHINE PROBLEM 2: Design a rectangular spread footing to support a 405mm square center column. The column carries a service dead load and live load as given. The allowable soil pressure in the base of the footing is 275 KPa. The column is reinforced with 6-32mm diameter bars. The weight of soil is 20.4 KN/m³, concrete is 23.5 KN/m³. Use 75mm clear cover and 25 mm rebars in both directions, with fé = 21 MPa, fy = 345 MPa. The smaller dimension of the footing is % of the bigger dimension. DL = 715 kN & LL = 1028 KN 12mm ties @ 405mm O.C. DL ܡܝ 1.25 m

MACHINE PROBLEM 2: Design a rectangular spread footing to support a 405mm square center column. The column carries a service dead load and live load as given. The allowable soil pressure in the base of the footing is 275 KPa. The column is reinforced with 6-32mm diameter bars. The weight of soil is 20.4 KN/m³, concrete is 23.5 KN/m³. Use 75mm clear cover and 25 mm rebars in both directions, with fé = 21 MPa, fy = 345 MPa. The smaller dimension of the footing is % of the bigger dimension. DL = 715 kN & LL = 1028 KN 12mm ties @ 405mm O.C. DL ܡܝ 1.25 m

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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MACHINE PROBLEM 2: Design a rectangular spread footing to support a 405mm square center column. The column carries a service dead load and live load as given. The allowable soil pressure in the base of the footing is 275 KPa. The column is reinforced with 6-32mm diameter bars. The weight of soil is 20.4 KN/m³, concrete is 23.5 KN/m³. Use 75mm clear cover and 25 mm rebars in both directions, with fó= 21 MPa, fy = 345 MPa. The smaller dimension of the footing is % of the bigger dimension. DL = 715 kN & LL = 1028 KN 12mm ties @ 405mm O.C. DL ܡܝ 1.25 m
Transcribed Image Text:MACHINE PROBLEM 2: Design a rectangular spread footing to support a 405mm square center column. The column carries a service dead load and live load as given. The allowable soil pressure in the base of the footing is 275 KPa. The column is reinforced with 6-32mm diameter bars. The weight of soil is 20.4 KN/m³, concrete is 23.5 KN/m³. Use 75mm clear cover and 25 mm rebars in both directions, with fó= 21 MPa, fy = 345 MPa. The smaller dimension of the footing is % of the bigger dimension. DL = 715 kN & LL = 1028 KN 12mm ties @ 405mm O.C. DL ܡܝ 1.25 m
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