Concrete column=350mm x 350 mm Concrete Strength = 21 MPa Steel Bars Strength = 415 MPa Unfactored Moment about x-axis = 145 kN-m Unfactored Moment about y-axis =110 kN-m Total Axial Load Unfactored = 800 kN Factored = 1280 kN Factored Moment about x-axis = 180 kN-m Factored Moment about y-axis = 136 kN-m a) Which of the following gives the safe dimension of a square spread footing if the effective soil bearing capacity is 280 kPa. b) Which of the following gives the factored soil pressure at comer “b" of the footing? c) If the footing has an effective depth of 360 mm, what is the nearest value of the factored shear at the critical section for two-way action of the footing?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Concrete column=350mm x 350 mm
Total Axial Load
Unfactored = 800 kN
Concrete Strength = 21 MPa
Steel Bars Strength = 415 MPa
Unfactored Moment about x-axis = 145 kN-m
Factored = 1280 kN
Factored Moment about x-axis = 180 kN-m
Unfactored Moment about y-axis = 110 kN-m
Factored Moment about y-axis = 136 kN-m
a) Which of the following gives the safe dimension of a square spread footing if the effective soil bearing
capacity is 280 kPa.
b) Which of the following gives the factored soil pressure at comer "b" of the footing?
c) If the footing has an effective depth of 360 mm, what is the nearest value of the factored shear at the critical
section for two-way action of the footing?
Transcribed Image Text:Concrete column=350mm x 350 mm Total Axial Load Unfactored = 800 kN Concrete Strength = 21 MPa Steel Bars Strength = 415 MPa Unfactored Moment about x-axis = 145 kN-m Factored = 1280 kN Factored Moment about x-axis = 180 kN-m Unfactored Moment about y-axis = 110 kN-m Factored Moment about y-axis = 136 kN-m a) Which of the following gives the safe dimension of a square spread footing if the effective soil bearing capacity is 280 kPa. b) Which of the following gives the factored soil pressure at comer "b" of the footing? c) If the footing has an effective depth of 360 mm, what is the nearest value of the factored shear at the critical section for two-way action of the footing?
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