Solve both questions please!! Exercise 6A building site, the sand weight is 18 kN/m (y=18kN/m ). The foundation bearingcapacity f is 280kpa. The vertical load 5=1050kN transferred from the superstructureto the top surface of a square individual footing pad foundation under an axialcompression column. The depth d is 1.0m. Try to determine the size of foundation.(7=0.3, 7a=1.6)Exercise 7A strip foundation under the wall of one building, upper axle load F=220KN/m, thedepth d is 1.2m. The ground is clay, the weight is 17.8 kN/m (y=17.8kN/m ). Thefoundation bearing capacity f is 144kpa. Try to determine the width b of the stripfoundation. (7=0, 7a=1.0)

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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)

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Shallow Foundations: Ultimate Bearing Capacity

Section: Chapter Questions

Problem 6.8P: A 2.0 m wide strip foundation is placed in sand at 1.0 m depth. The properties of the sand are: γ =...

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Question

Solve both questions please!!

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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