Determine the snear sStress Try tnat acts at point BExpress your answer to three significant figures and include appropriate units.The rod has a diameter of 40 mm. (Figure 1) It is subjectedto the force system F, = 1630 N, F, = 640 N,F, = 800 N.μΑ(tB)zyValueUnitsSubmitRequest AnswerPart CFigure1 of 1Determine the shear stress Trz that acts at point BExpress your answer to three significant figures and include appropriate units.100 mmHA(tB)=z =ValueUnits300 mmSubmitRequest Answer100 N-mF,F( Return to AssignmentProvide Feedback I ReviewExpress your answer to three significant figures and include appropriate units.The rod has a diameter of 40 mm. (Figure 1) It is subjectedto the force system F, = 1630 N, F, = 640 N,F = 800 N.μΑ?31.87MPаOB =SubmitPrevious Answers Request AnswerFigure1 of 1Part BDetermine the shear stress Try that acts at point B.Express your answer to three significant figures and include appropriate units.100 mm300 mm?(тв)уValueUnits100 N-mF,F-SubmitRequest AnswerF,

find the shear stress at point B

I Review Express your answer to three significant figures and include appropriate units. The rod has a diameter of 40 mm (Figure 1) It is subjected to the force system F, = 1630 N, F, = 640 N, F. = 800 N. HA ? OB = 31.87 MPа Submit Previous Answers Request Answer Figure 1 of 1 Part B Determine the shear stress Tzy that acts at point B. Express your answer to three significant figures and include appropriate units. 100 mm THHẢ 300 mm ? (TB)zy = Value Units 100 N-m F, Submit Request Answer

I Review Express your answer to three significant figures and include appropriate units. The rod has a diameter of 40 mm (Figure 1) It is subjected to the force system F, = 1630 N, F, = 640 N, F. = 800 N. HA ? OB = 31.87 MPа Submit Previous Answers Request Answer Figure 1 of 1 Part B Determine the shear stress Tzy that acts at point B. Express your answer to three significant figures and include appropriate units. 100 mm THHẢ 300 mm ? (TB)zy = Value Units 100 N-m F, Submit Request Answer

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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For the given system;a) Draw internal force diagrams and determine the most critical section.b) Show the stress distribution on this critical section and find the maximum normal stress.GIVEN: ℓ1 = 80 cm, ℓ2 = 40 cm, M = 8000 Ncm, b = 4 cm, h = 6 cm, t = 1 cm, F = 1400 N, qo = 30 N/cm .
In (Figure 1), Tzy = 57.7 MPa. Figure 80 MPa T ▼ Part A Determine the principal stresses. Specify the orientation of the element. Express your answers, separated by commas, to three significant figures. Choose the angle from the half-interval (-90°; 90°]. 01, 02, 0p1 = Submit Part B IVE] ΑΣΦ 41 Ivec Request Answer Submit T max =, Javg, ₂ = In-plane Determine the maximum in-plane shear stress and average normal stress. Specify the orientation of the element. Express your answers, separated by commas, to three significant figures. Choose the angle from the half-interval (-90°; 90°]. Request Answer < Return to Assignment 15] ΑΣΦ 41 | vec ↑ S ? Provide Feedback D MPa, MPa, º ? MPa, MPa, 0
Q1. If the yield stress (oy) of a material is 375MPa, determine whether yield is predicted for the stresses acting on both the elements shown below using: P₁=-215 RF 330 (a) Tresca Criterion (b) Von Mises Criterion Q = 200 Element A Note: your values for P (vertical load on Element A) should be negative (i.e. corresponding to a compressive vertical load). Element B S=90
Part A Suppose that o, = 50 kPa and o, = 740 kPa. Determine the equivalent state of stress on an element at the same point that represents the maximum in-plane shear stress at the point. (Figure 1) Find the value of Tmax in-plane- Express your answer to three significant figures and include the appropriate units. HA ? Tmax in-plane Value Units = Figure 1 of 1 Submit Request Answer Part B Find the value of davg. Express your answer to three significant figures and include the appropriate units. 400 kPa µA Tavg = Value Units Doorson
Use mohr' circle
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A (160+Reg. No.) kN force is applied as shown at the end of a hot-rolled steel beam. Neglecting the effect of fillets and of stress concentrations, perform calculations in MS excel or MATLAB for the principal stresses in the beam to satisfy a design specification that they be equal to or less than 150 MPa. If the principal stresses are more than the given value, what would you change in the beam so that satisfy the required stresses. 210 mm 13 mm a 1035 mm 110 mm 160kN +Reg No. 0.4m (b) (a) Figure: Hot-rolled cantilever steel beam a) 3D view of the beam b) Cross-section of the beam
Answer the problem with detailed step by step solution refer to the table of equations when answering the problem.
For the following data, using Mohr's circle of stress and trigonometry, (a) Find the principle stresses and show their sense in properly oriented element and (b) find the maximum (principle) shear stresses with the associated normal stresses and show the results on a properly oriented element.
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The reference state of stress shown in the element sketch below results in the Mohr’s circle plot indicated. For this element, as described below, determine:a)The principal stresses.b)The principal directions (angles to the principal planes).c)The maximum in-plane shear stress.d)Is the maximum in-plane shear stress the absolute maximum shear stress?
200 mm 400 mm 20 mm J A Section a - a F₁ F₂ 4