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choose and design the best type of footings for the following case (single , combined or strap ) two square columns each carries an ultimate load ( factored load ) of 5000 KN the columns dimensions is 800x800mm and the spacing center to center of columns is 6m with no edge restriction F'c = 35 MPa , used factor of 1.4 for service load soil allawable capacity Qall = 170 KN/m2

choose and design the best type of footings for the following case (single , combined or strap ) two square columns each carries an ultimate load ( factored load ) of 5000 KN the columns dimensions is 800x800mm and the spacing center to center of columns is 6m with no edge restriction F'c = 35 MPa , used factor of 1.4 for service load soil allawable capacity Qall = 170 KN/m2

Structural Analysis
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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choose and design the best type of footings for the following case (single , combined or strap ) two square columns each carries an ultimate load ( factored load ) of 5000 KN the columns dimensions is 800x800mm and the spacing center to center of columns is 6m with no edge restriction F'c = 35 MPa , used factor of 1.4 for service load soil allawable capacity Qall = 170 KN/m2
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