16.1 A continuous footing is shown in Figure 16.18. Using Terzaghi's bearing-capacity factors, determine the gross allowable load per unit area (qall) that the footing can carry. Assume general shear failure. Given: y = 17.5 kN/m³, c' = 21 kN/m², ' = 32°, D = 1 m, B = 1.5 m, and factor of safety = 3. Figure 16.18 B qall Unit weight of soil = y c' $' ⒸCengage Learning 2014

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Subject: Soil Mechanics 

16.1 A continuous footing is shown in Figure 16.18. Using Terzaghi's bearing-capacity
factors, determine the gross allowable load per unit area (qall) that the footing can
carry. Assume general shear failure. Given: y = 17.5 kN/m³, c' = 21 kN/m²,
' = 32°, D = 1 m, B = 1.5 m, and factor of safety
3.
Figure 16.18
B
qall
=
Unit weight
of soil = Y
c'
d'
Cengage Learning 2014
Transcribed Image Text:16.1 A continuous footing is shown in Figure 16.18. Using Terzaghi's bearing-capacity factors, determine the gross allowable load per unit area (qall) that the footing can carry. Assume general shear failure. Given: y = 17.5 kN/m³, c' = 21 kN/m², ' = 32°, D = 1 m, B = 1.5 m, and factor of safety 3. Figure 16.18 B qall = Unit weight of soil = Y c' d' Cengage Learning 2014
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