n stuck on this problem for while thar area is 779.1 mm^2 sigma_x is 120.6497159 sigma_y is 0 and tau_xy is 0. Beta is 20 degree
n stuck on this problem for while thar area is 779.1 mm^2 sigma_x is 120.6497159 sigma_y is 0 and tau_xy is 0. Beta is 20 degree
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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I have been stuck on this problem for while thar area is 779.1 mm^2 sigma_x is 120.6497159 sigma_y is 0 and tau_xy is 0. Beta is 20 degrees
![-
X Incorrect. Use the shear stress transformation equation, Equation Tnt = - (x − σy) sin@cose + Txy(cos²0 — sin²0)
Tnt = -(ox - σy)sincose + Txy (cos²0 - sin²0). The angle 00 shown in the figure above is equal in magnitude to
the angle ßß given in the problem statement. Note that 00 turns clockwise from the xx axis, so when used in Equation
Tnt = - (ox - oy) sin cose + Txy (cos²0 – sin²0) Tnt = − (0₁-0₂)sin@cose + Txy (cos²0 - sin²0), 00 is
negative.
Determine the shear stress parallel to the weld seams. Use the correct sign based on the sign convention for shear stress and
consistent with the n - t coordinate system shown.
Tnt =
i -38.776
eTextbook and Media
Hint
B
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Assistance Used
Use the shear stress transformation equation, Equation T = -(ox-oy)sin@cose + Txy (cos²0 - sin²0).
Attempts: 2 of 6 used
Submit Answer](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F919fc4f8-bc37-4123-8b2a-9ca8cd02385f%2Ffd0c1ede-26a5-46fc-856a-13bc4e700a07%2Fnda64e_processed.png&w=3840&q=75)
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X Incorrect. Use the shear stress transformation equation, Equation Tnt = - (x − σy) sin@cose + Txy(cos²0 — sin²0)
Tnt = -(ox - σy)sincose + Txy (cos²0 - sin²0). The angle 00 shown in the figure above is equal in magnitude to
the angle ßß given in the problem statement. Note that 00 turns clockwise from the xx axis, so when used in Equation
Tnt = - (ox - oy) sin cose + Txy (cos²0 – sin²0) Tnt = − (0₁-0₂)sin@cose + Txy (cos²0 - sin²0), 00 is
negative.
Determine the shear stress parallel to the weld seams. Use the correct sign based on the sign convention for shear stress and
consistent with the n - t coordinate system shown.
Tnt =
i -38.776
eTextbook and Media
Hint
B
Save for Later
MPa
P
Assistance Used
Use the shear stress transformation equation, Equation T = -(ox-oy)sin@cose + Txy (cos²0 - sin²0).
Attempts: 2 of 6 used
Submit Answer
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