P= 200 lbs|=2"T 250 in-IbsQt. DRAWSTRESS STATESいITH ASQLARE ECEMENTエN xY AXESLabel with stress valuesQ2 DRAWMOHR'S CIRCLE AT AQ3.CALCULATE PRINCIPAL STRESSESAND DRAW THE PLANE FoR ri$ aIN THE SCHEHATICDraw element rotated to principal planes and label with stress values and rotation angle

Answered: Q1. DRAW STRESS STATES いITH A SQLARE…

Q1. DRAW STRESS STATES いITH A SQLARE ELEMENT エN *Y AXES Label with stress values Q2. DRAW MOHR'S A CTRCLE AT 23.CALCHLATE PRINCIPAL STRESSES AND DRAW THE PLANE FOR ri$ a

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Consider the general case of plane stress as shown. Write a computer program that will show a plot of the three Mohr’s circles for the element, and will also determine the maximum in-plane shear stress and the absolute maximumshear stress.
The state of plane stress at a point is represented by the element shown in the figure. Oy o, = 200 Mpa oy = 450 Mpa Txy Try 3D200 Мра Click here to see all formulas Ox Part A - Determine the maximum principal stress in Mpa. O 253 О 355 O 507 O 760 O 608 Submit Request Answer O O O O O
Delermine the orientation of principal planes af stress. Express your anewers ualng three significant figures eeparated by a comma. 8, ,- 19.3,72.24 Submit Prevlous Ancwere Requect Ancwer X Incorrect; Try Again; 3 attempts remaining Part C Determine the maximum in plane shear stress. Express your anawer to three slgnificant figuree and Include the approprlate unit Tmax in-plane 19.2 ksi Submit Previous Ancwers Correct Part D Determine the average normal stress. Express your anBwer to three slgnificant figuree and Include the approprlate unit Owg -15.0 ksi Submit Previous Ancwers Сorect • Part E Figure O 1 of 1 Delermine the orientation of the planes of maximum in plane shear stress. Express your anewers ualng three algnificant figures separated by a comma. ? 30 ksi Submit Requect Ancwar 12 ksi Provide Feedback
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Determine the resulting maximum value of the normal stress. Specify the orientation of the plane on which these maximum values occur. **The answer is tensile stress is 0 ksi at 90 degrees. **The answer is compressive stress is 7 ksi at 0 degrees. Can you explain how that is? This was my thought process: I know that tensile would be zero because the force P is actually going inwards and not outwards. I know that means that there would be a compressive force. I am confused on the angles, how is a tensile force going 90 degress if there technically is no force in the tensile direction. And how is there a compressive force at 90 degrees if there is a stress? thank you!
the state of stress at a point can be described by óx=36 MPa and Txy= 17MPa a second coordinate system is rotated by theta35 degrees What is the normal stress in the direction of the x' axis what is the shear stress in the y'-direction for the faces with a normal in the x'-direction what is the normal stress in the direction of the y'-axis
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o 05 are the algebraicatty fargest & Smallest principal stresses fespectively the value of the is ? ndx shear stress
down by iS 12 mm wide EsSembled 4 A duralumn Calinder head is held deun by Steel bolt each 65 mm whieh fung. Just eind belt is tightened thread Compressed inside when eech made tight end ie then turn (e eg linder head a tube 12 eudside by. Fur Her Luarler ef l-5 mm). The Considered Piteh Cen be diameter diemeter. Determine the stresses in Hhe eund 25 mm Steel eind dusalumin. Take E = Luo Ida Steel %3D Cnd 684N/mm". dur