1:32 PMP © 53%SITUATION:500 mm x 500 mm column carries aDead Load of 1430 kN and a Live Loadof 700 kN. The allowable soil pressure is270 kPa, the dimension of footing is 3 mx 3 m, and there is a 0.70 m soil at thetop of the footing with 18.1 kN/m³ unitweight. The footing is reinforced with18-25 mm bars both ways, the totaldepth of the footing is 635 mm. Thematerial properties for the footing are asfollows, fc' = 20.7 MPa, fy = 276.5 MPa.%3DWhat is the actual net soil pressure?O242.614 kPaO263.76 kPaO224.416 kPaONone of TheseO236.67 kPaDetermine the wide beam shear stressat ultimate loads.

Dead load = 1430 KN Live load = 700 KN Dimension of footing = 3×3 m In the calculation of net…

Answered: 500 mm x 500 mm column carries a Dead…

Engineering

Civil Engineering

500 mm x 500 mm column carries a Dead Load of 1430 kN and a Live Load

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 16.14P: Redo Problem 16.13 with the following data: gross allowable load = 184,000 lb, = 121 lb/ft3, c = 0,...

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Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

1:32 PM
P © 53%
SITUATION:
500 mm x 500 mm column carries a
Dead Load of 1430 kN and a Live Load
of 700 kN. The allowable soil pressure is
270 kPa, the dimension of footing is 3 m
x 3 m, and there is a 0.70 m soil at the
top of the footing with 18.1 kN/m³ unit
weight. The footing is reinforced with
18-25 mm bars both ways, the total
depth of the footing is 635 mm. The
material properties for the footing are as
follows, fc' = 20.7 MPa, fy = 276.5 MPa.
%3D
What is the actual net soil pressure?
O242.614 kPa
O263.76 kPa
O224.416 kPa
ONone of These
O236.67 kPa
Determine the wide beam shear stress
at ultimate loads.

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