Qa = 180 kPa Df = 1.5 m Unit wt. of concrete = 23.5 kN/m^3 Unit wt. of soil =17.2 kN/m^3 Bar diameter = 20 mm f`c = 20.7 MPa fy = 248 MPa Width of footing, B is limited to 2m only Column = 40 cm x 40 cm Assume height of footing = 350 mm (check adequacy, if failed - increase the depth) Use min. cover = 75 mm Determine the following: (a) Effective Soil Bearing Pressure, Qe (b) Footing Dimension, L (c) Ultimate Soil Bearing Pressure, Qu
Qa = 180 kPa Df = 1.5 m Unit wt. of concrete = 23.5 kN/m^3 Unit wt. of soil =17.2 kN/m^3 Bar diameter = 20 mm f`c = 20.7 MPa fy = 248 MPa Width of footing, B is limited to 2m only Column = 40 cm x 40 cm Assume height of footing = 350 mm (check adequacy, if failed - increase the depth) Use min. cover = 75 mm Determine the following: (a) Effective Soil Bearing Pressure, Qe (b) Footing Dimension, L (c) Ultimate Soil Bearing Pressure, Qu
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Design an isolated rectangular footing:
P(dead load) = 225 kN
P(live load) = 130 kN
Qa = 180 kPa
Df = 1.5 m
Unit wt. of concrete = 23.5 kN/m^3
Unit wt. of soil =17.2 kN/m^3
Bar diameter = 20 mm
f`c = 20.7 MPa
fy = 248 MPa
Width of footing, B is limited to 2m only
Column = 40 cm x 40 cm
Assume height of footing = 350 mm (check adequacy, if failed - increase the depth)
Use min. cover = 75 mm
Determine the following:
(a) Effective Soil Bearing Pressure, Qe
(b) Footing Dimension, L
(c) Ultimate Soil Bearing Pressure, Qu
(d) Check for Shear Criteria (Beam Shear)
(e) Check for Shear Criteria (Punching Shear)
(f) Required Steel Area (Long and Short Direction)
![PR
d
P
L-
clear cover
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hc
Df](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F50b6b0ff-21ed-4955-839c-a588307cf571%2Fef2a3169-7d47-4139-8970-83c8c8714050%2F2ctnu05_processed.png&w=3840&q=75)
Transcribed Image Text:PR
d
P
L-
clear cover
hs
hc
Df
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