The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes atthe point are S, = 20 MPa, S, = 24 MPa, and Sy = 29 MPa. Assume ß = tan= 21.8°, a = 5, and b = 2. Using the equilibriumequation approach, determine the normal and shear stresses o (positive if tensile, negative if compressive) and z (magnitude only) atthis point on the inclined plane shown.Answers:iMPa, T =iMPа.

Permissible stress is stress which produces due to pressure or forces which does not exceed the…

Answered: The stresses shown act at a point in 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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For the stress state shown in the figure below, use the Mohr’s circle method to determine (a) the maximum and minimum principal stresses, (b) the orientations of the maximum and minimum principal stresses (c) how the principal stresses on a properly oriented element. (d) Draw Mohr’s circle using a ruler and a compass
just part c, please
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Q.1) For the element of material is in biaxial stress with ox and oy and shear stress ty, as shown in the figure. At a counterclockwise angle 0 = 32° from the x axis, the normal stress (0 ) is 29 MPa in tension, and at an angle 0 = 46°, it is 17 MPa in compression. If the stress ox equals 105 MPa in tension, what are the stresses o,y and Ty? oz= 105 MPa
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Calcuate Bending From Point A to Point B and Point A to Point C also Torsion from Point A to Point C. Draw a FBD from point A to point B and another for point A to C indicating what stresses are been calculate. Use the stress tensor and stress cube to Indicate what forces are acting at point A. Force apply at point B is 70lb Distacen from Point A to B is 12 in or 1 feet long Distacen from Point A to C is 3 in Handle diameter 0.625 in
Current Attempt in Progress Consider a point in a structural member that is subjected to plane stress. Normal and shear stress magnitudes acting on horizontal and vertical planes at the point are S= 26 MPa, S, = 19 MPa, and Sy = 30 MPa. (a) Determine the principal stresses (o,1 > o,2) and the maximum in-plane shear stress Tmax acting at the point. (b) Find the smallest rotation angle 0, (counterclockwise is positive, clockwise is negative) that will rotate to principal directions. Then show these stresses in an appropriate sketch (e.g., see Figure 12.15 or Figure 12.16) Answers: Opl = i MPa. Op2 = i MPa. Tmax = MPa. Op = i
I need the answer as soon as possible
Q24 Find the stresses in each direction, also find the change in volume of the block of dimension 115 mm x 50 mm x 37 mm, subjected to 3 mutually perpendicular loads. The load along length, breadth and depth directions are 22 kN (tensile), 20 kN (compressive), 19 kN (compressive) respectively. Take E as 180 GPa, Poisson's ratio as 0.3
The rigid bar of negligible weight is supported as shown in the figure. If W=60 kN, compute the resulting stress in the bronze rod when the tensile stress in the steel rod is 50 MPa. Use the following data: A (mm²) a (/°C) 11.7x10-6 E (GPa) Steel rod 300 200 Bronze rod 1400 18.9x10-6 83 Bronze | 3 m Steel 1.5 m →| 1.0 m |- 2.5 m +1.5 m→ W Select one: O a. 30.14 MPa O b. 18.08 MPa О с. 33.04 МРа o d. 24.11 MPа
A brass pipe has an internal diameter of 400mm and a metal thickness of 6mm. A single layer of high tensile wire of diameter 3mm is wound closely around it at a tension of 500N. Find the stress in the pipe when there is no internal pressure. (b) the maximum permissible internal pressure in the pipe if the working tensile stress in the brass is 60MN/m^2. (c)) The stress in the steel wire under condition b. Treat the pipe as thin cylinder and neglect longitudinal stresses and strains. Young mudulus of steel=200GN/m^2 and for brass =100GN/m^2
Calcuate torsion From Point A to Point C, Calcuate Bending From Point A to Point B and Point A to Point C. Draw a FBD from point A to point B and another for point A to C indicating what stresses are been calculate. Use the stress tensor and stress cube to Indicate what forces are acting at point A. Force apply at point B is 70lb Distacen from Point A to B is 12 in or 1 feet long Distacen from Point A to C is 3 in Handle diameter 0.625 in

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