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A strip foundation under the wall of one building, upper axle load =220KN/m, the depth d is 1.2m. The ground is clay, the weight is 17.8 kN/m (y=17.8kN/m³ ). The foundation bearing capacity f is 144kpa. Try to determine the width b of the strip foundation. (7=0, 7a=1.0)

A strip foundation under the wall of one building, upper axle load =220KN/m, the depth d is 1.2m. The ground is clay, the weight is 17.8 kN/m (y=17.8kN/m³ ). The foundation bearing capacity f is 144kpa. Try to determine the width b of the strip foundation. (7=0, 7a=1.0)

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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Exercise 6 A building site, the sand weight is 18 kN/m (y=18kN/m ). The foundation bearing capacity f is 280kpa. The vertical load 5=1050kN transferred from the superstructure to the top surface of a square individual footing pad foundation under an axial compression column. The depth d is 1.0m. Try to determine the size of foundation. (7=0.3, 7a=1.6) Exercise 7 A strip foundation under the wall of one building, upper axle load F=220KN/m, the depth d is 1.2m. The ground is clay, the weight is 17.8 kN/m (y=17.8kN/m ). The foundation bearing capacity f is 144kpa. Try to determine the width b of the strip foundation. (7=0, 7a=1.0)
Transcribed Image Text:Exercise 6 A building site, the sand weight is 18 kN/m (y=18kN/m ). The foundation bearing capacity f is 280kpa. The vertical load 5=1050kN transferred from the superstructure to the top surface of a square individual footing pad foundation under an axial compression column. The depth d is 1.0m. Try to determine the size of foundation. (7=0.3, 7a=1.6) Exercise 7 A strip foundation under the wall of one building, upper axle load F=220KN/m, the depth d is 1.2m. The ground is clay, the weight is 17.8 kN/m (y=17.8kN/m ). The foundation bearing capacity f is 144kpa. Try to determine the width b of the strip foundation. (7=0, 7a=1.0)
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