Qno.1 A column (carrying vertical load, P =500 Kips and Moment, M= 200 K-fi) is placed at a footing of dimension 8 ft x 7.5 ft, which is located at a depth of 6 ft in a stiff silty clay of unit weight (above water table (y = 110 lb/ft), below water table (ym = 130 lb/fr) as shown in figure below. Take Factor of safety against shear failure as 3. The shear strength of the soil is given by the characteristic parameter, e = [100 - (last two digit of your registration No.}] lb/f ' = |25 + {last two digit of your registration No./10}] deg. Is the foundation safe with respect to shear failure due to the applied load? if the water table is at Part (a) Ground surface Part (b) Footing level

Qno.1 A column (carrying vertical load, P =500 Kips and Moment, M= 200 K-fi) is placed at a footing of dimension 8 ft x 7.5 ft, which is located at a depth of 6 ft in a stiff silty clay of unit weight (above water table (y = 110 lb/ft), below water table (ym = 130 lb/fr) as shown in figure below. Take Factor of safety against shear failure as 3. The shear strength of the soil is given by the characteristic parameter, e = [100 - (last two digit of your registration No.}] lb/f ' = |25 + {last two digit of your registration No./10}] deg. Is the foundation safe with respect to shear failure due to the applied load? if the water table is at Part (a) Ground surface Part (b) Footing level

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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