For the given state of stress of element A,strictly using Mohr's Circle perform thefollowing:plane 1plane 2T-40 MPaplane 4o=40 MPa30°1plane 330°T=20√3 MPa418.435°a) Draw its MOHRS circleb) Determine the principal stressesOp1=Op2=Op3=c) Determine the maximum shear stressTmax=d) Determine the stresses on the horizontal& vertical planesOH=Ov=THV=

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For the given state of stress of element A, strictly using Mohr's Circle perform the following: plane 1 plane 2 o=40 MPa T-40 MPa plane 4 30° 1 plane 3 3 30° t=20√3 MPa 18.435° a) Draw its MOHRS circle b) Determine the principal stresses Op1= Op2= Op3= c) Determine the maximum shear stress Tmax= d) Determine the stresses on the horizontal & vertical planes OH= Ov= TUE

For the given state of stress of element A, strictly using Mohr's Circle perform the following: plane 1 plane 2 o=40 MPa T-40 MPa plane 4 30° 1 plane 3 3 30° t=20√3 MPa 18.435° a) Draw its MOHRS circle b) Determine the principal stresses Op1= Op2= Op3= c) Determine the maximum shear stress Tmax= d) Determine the stresses on the horizontal & vertical planes OH= Ov= TUE

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

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