Problem: Determine the dimension of the square footing using the given detail: Df = 1.2 m + 0.01(last 2 digits of your ID number) • Water table location = 0.5m + +0.01(last 2 digits of your ID number) from the top of the natural ground line Allowable Axial Load = 540 kN + 0.1(last 3 digits of your ID number) with dead to live load ratio of 3:5 • Cohesion = 30 kPa + last digit of your ID number. Friction Angle 35 + last digit of your ID number Factor of Safety = 3 Gs = 2.7 + 0.01 (last 2 digits of your ID number) n = 47.36% Concrete Unit Weight = 24 kN/cubic meter

Problem: Determine the dimension of the square footing using the given detail: Df = 1.2 m + 0.01(last 2 digits of your ID number) • Water table location = 0.5m + +0.01(last 2 digits of your ID number) from the top of the natural ground line Allowable Axial Load = 540 kN + 0.1(last 3 digits of your ID number) with dead to live load ratio of 3:5 • Cohesion = 30 kPa + last digit of your ID number. Friction Angle 35 + last digit of your ID number Factor of Safety = 3 Gs = 2.7 + 0.01 (last 2 digits of your ID number) n = 47.36% Concrete Unit Weight = 24 kN/cubic meter

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter16: Soil Bearing Capacity For Shallow Foundations

Section: Chapter Questions

Problem 16.13P: A square footing (B B) must carry a gross allowable load of 1160 kN. The base of the footing is to...

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Site Plan Requirements

A site plan (also known as a plot plan) is a diagram or process to show the proposed improvements on an existing property. A site plan is important, as it provides information regarding the landscape features of a given plot of land. Zoning is done or can be understood with the help of a site plan.

Question

id no. 20193022142

Problem: Determine the dimension of the square footing using the given detail:
Df = 1.2 m + 0.01(last 2 digits of your ID number)
• Water table location = 0.5m + +0.01(last 2 digits of your ID number) from the top of the natural ground line
Allowable Axial Load = 540 kN + 0.1(last 3 digits of your ID number) with dead to live load ratio of 3:5
• Cohesion = 30 kPa + last digit of your ID number.
Friction Angle 35 + last digit of your ID number
Factor of Safety = 3
Gs = 2.7 + 0.01 (last 2 digits of your ID number)
n = 47.36%
Concrete Unit Weight = 24 kN/cubic meter

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