Assume if any data is missing A 30m x 30m piece of land was purchased for the construction of a three-story building. The totalvertical load from the building will be 3kN/m for each floor. The weight of the building will besupported by the square columns and the loads will be transferred to the ground through 9 isolatedsquare footing each 1.5 long and 1.5m wide. The arrangement of the column is as shown in planview.GWT(m)Dry Unit Weight (KN/m3)Saturated Unit Weight (KN/m3)2020.122.512Moisture Content above GWT (%)Moisture Content below GWT (%)12Effective Friction Angle (deg)39At rest Earth Pressure Coefficient, Ko0.8Cohession For each of the footing shown in the plan view, determine the depth of the foundation forthe factor of safety 4 for the following cases:Case I: Ground water table is at a depth 40m below the ground surfaceCase 2: Ground water Table at 1 m below the surface30mEach blue footingtakes 1/16 ofthe building loadEach blackfooting takes1/8 of thebuilding loadEach blackfooting takes1/4 of thebuilding load30m

Step 1: Case 1: Far below the case, Rw1=1, Rw2=1 qu = qNq Rw1+0.5γBNγRw2 qu = 20.1 X Df x 70.61 +…

A 30m x 30m piece of land was purchased for the construction of a three-story building. The total vertical load from the building will be 3kN/m for each floor. The weight of the building will be supported by the square columns and the loads will be transferred to the ground through 9 isolated square footing each 1.5 long and 1.5m wide. The arrangement of the column is as shown in plan view. GWT(m) 20

A 30m x 30m piece of land was purchased for the construction of a three-story building. The total vertical load from the building will be 3kN/m for each floor. The weight of the building will be supported by the square columns and the loads will be transferred to the ground through 9 isolated square footing each 1.5 long and 1.5m wide. The arrangement of the column is as shown in plan view. GWT(m) 20

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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