Design of Shallow FootingQuestion: (See Photo)Note: Avoid rounding off values in the course of solution proper as much as possible. Given the properties of the footing below:Unit weight of soil = 15.57 kN/mUnit weight of concrete = 24 kN/m3Saturated unit weight of soil =19.67 kN/m3cohesion = 25.5 kPafriction angle = 30 degreesB = 1.36 meterDf = 1.7 meterPdead = 670 kN (Dead load)%3DPive= 805 kN (Live load)thickness of footing = 469 mm%3De/B = 0.27 --> one way eccentricityCalculate the maximum ultimate bearing pressure (in kPa) due to applied loads.PBX BWater table

Given: An eccentrically loaded square footing of size 1.36 x 1.36 m Depth of footing = 1.7…

Answered: Design of Shallow Footing Question:…

Design of Shallow Footing Question: (See Photo) Note: Avoid rounding off values in the course of solution proper as much as possible.

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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Question

Design of Shallow Footing Question: (See Photo) Note: Avoid rounding off values in the course of solution proper as much as possible.

Given the properties of the footing below:
Unit weight of soil = 15.57 kN/m
Unit weight of concrete = 24 kN/m3
Saturated unit weight of soil =
19.67 kN/m3
cohesion = 25.5 kPa
friction angle = 30 degrees
B = 1.36 meter
Df = 1.7 meter
Pdead = 670 kN (Dead load)
%3D
Pive
= 805 kN (Live load)
thickness of footing = 469 mm
%3D
e/B = 0.27 --> one way eccentricity
Calculate the maximum ultimate bearing pressure (in kPa) due to applied loads.
P
BX B
Water table

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