The rectangular footing shown in the figure is subjected to the following service axi- and moments: Axial loads: PDL = 700 kN PLL = 450 kN Moment about x-axis:

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The rectangular footing shown in the figure is subjected to the following service axial loads
and moments:
Axial loads:
PDL = 700 kN
%3D
PLL = 450 kN
%3D
Moment about x-axis:
MDL = 100 kN-m
%3D
MLL = 50 kN-m
Moment about y-axis:
MDL = 140 kN-m
MLL = 120 kN-m
%3D
Given:
B = 3 m,
D = 2.5 m,
t = 0.7 m
Transcribed Image Text:The rectangular footing shown in the figure is subjected to the following service axial loads and moments: Axial loads: PDL = 700 kN %3D PLL = 450 kN %3D Moment about x-axis: MDL = 100 kN-m %3D MLL = 50 kN-m Moment about y-axis: MDL = 140 kN-m MLL = 120 kN-m %3D Given: B = 3 m, D = 2.5 m, t = 0.7 m
y.
My
/sy7angineering
B
The base of the footing is 2.2 m below the natural grade line. The soil above the footing has a
unit weight of 17 kN/m3, and the unit weight of concrete is 24 kN/m3. Depth of footing is 700
mm.
Determine the maximum soil pressure, in kPa.
319
277
313
270
Transcribed Image Text:y. My /sy7angineering B The base of the footing is 2.2 m below the natural grade line. The soil above the footing has a unit weight of 17 kN/m3, and the unit weight of concrete is 24 kN/m3. Depth of footing is 700 mm. Determine the maximum soil pressure, in kPa. 319 277 313 270
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