A 2.2 m wide x 0.47 m thick RC footing is to be provided for a 250mm thick RC wall. The wall carries a dead load of 245 kN/m and a live load of 261 kN/m of the wall. The gross allowable soil pressure is 302 kPa. The bottom of the footing is 835 mm below the ground. Use f'c = 21 MPa and fy = 420 MPa. Unit weight is 23.6 kN/m³ for concrete and 18.4 kN/m³ for the soil backfill. Calculate the ratio of the actual soil pressure to net effective pressure. (q/qeff). Answer in four decimal places. (i.e. 1.6125, 1.5140, 0.8461, etc.)
A 2.2 m wide x 0.47 m thick RC footing is to be provided for a 250mm thick RC wall. The wall carries a dead load of 245 kN/m and a live load of 261 kN/m of the wall. The gross allowable soil pressure is 302 kPa. The bottom of the footing is 835 mm below the ground. Use f'c = 21 MPa and fy = 420 MPa. Unit weight is 23.6 kN/m³ for concrete and 18.4 kN/m³ for the soil backfill. Calculate the ratio of the actual soil pressure to net effective pressure. (q/qeff). Answer in four decimal places. (i.e. 1.6125, 1.5140, 0.8461, etc.)
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Ultimate Bearing Capacity Of Shallow Foundations: Special Cases
Section: Chapter Questions
Problem 7.6P
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Question
![A 2.2 m wide x 0.47 m thick RC footing is to be provided for a
250mm thick RC wall. The wall carries a dead load of 245 kN/m
and a live load of 261 kN/m of the wall. The gross allowable soil
pressure is 302 kPa. The bottom of the footing is 835 mm
below the ground. Use f'. = 21 MPa and fy = 420 MPa. Unit
weight is 23.6 kN/m3 for concrete and 18.4 kN/m3 for the soil
backfill.
Calculate the ratio of the actual soil pressure to net effective
pressure. (q/qeff ).
Answer in four decimal places. (i.e. 1.6125, 1.5140, 0.8461,
etc.)
You Answered
1.2356
Correct Answer
0.8093 margin of error +/- 1%](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F325b1167-cd50-4210-b549-c98843ed5c12%2Fae6a49bc-458c-4dbf-a863-ad3fceb5938d%2Fl14wz1_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A 2.2 m wide x 0.47 m thick RC footing is to be provided for a
250mm thick RC wall. The wall carries a dead load of 245 kN/m
and a live load of 261 kN/m of the wall. The gross allowable soil
pressure is 302 kPa. The bottom of the footing is 835 mm
below the ground. Use f'. = 21 MPa and fy = 420 MPa. Unit
weight is 23.6 kN/m3 for concrete and 18.4 kN/m3 for the soil
backfill.
Calculate the ratio of the actual soil pressure to net effective
pressure. (q/qeff ).
Answer in four decimal places. (i.e. 1.6125, 1.5140, 0.8461,
etc.)
You Answered
1.2356
Correct Answer
0.8093 margin of error +/- 1%
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