Consider the given rectangular footing and soil having below mentioned properties: 1.5 m 1m] 785 D N₁ = 26 N₁ -14.5 N₂ = 10.9 c=17.5 kN/m² y=16.8 kN/m² (2 m x 3 m) = 19.5 kN/m Ysat 20 kN/m, c = 8 kPa N=30, N, 18.4, N=1 -15.1 There is no effect of water table on net safe bearing capacity of pure clay. Correct Option B Water table occurrence at any depth below base of footing reduces the bearing capacity. C Ultimate bearing capacity of soil is 945.526 kN/m². Correct Option Water table correction factor applied for given condition is 0.75. Correct Option

Consider the given rectangular footing and soil having below mentioned properties: 1.5 m 1m] 785 D N₁ = 26 N₁ -14.5 N₂ = 10.9 c=17.5 kN/m² y=16.8 kN/m² (2 m x 3 m) = 19.5 kN/m Ysat 20 kN/m, c = 8 kPa N=30, N, 18.4, N=1 -15.1 There is no effect of water table on net safe bearing capacity of pure clay. Correct Option B Water table occurrence at any depth below base of footing reduces the bearing capacity. C Ultimate bearing capacity of soil is 945.526 kN/m². Correct Option Water table correction factor applied for given condition is 0.75. Correct Option

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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