17 - A 4 m wide strip footing is founded in sand at a depth of 1.5 m below the ground surface Using Terzaghi's bearing capacity equation and a factor of safety Fs=2.5, the allowable bearing capacity (expressed in kN/m2 ) for general shear failure of the soil is 1.5 m 5.5 m Ny=37.16 Nq=33.3 Y = 20 kN/m3 a) 1480 b) 490 592 988 Boş bırak

17 - A 4 m wide strip footing is founded in sand at a depth of 1.5 m below the ground surface Using Terzaghi's bearing capacity equation and a factor of safety Fs=2.5, the allowable bearing capacity (expressed in kN/m2 ) for general shear failure of the soil is 1.5 m 5.5 m Ny=37.16 Nq=33.3 Y = 20 kN/m3 a) 1480 b) 490 592 988 Boş bırak

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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