Problem 07.018 - Determine stresses parallel and perpendicular to the grain of a wooden element. The grain of a wooden member forms an angle 15° with the vertical. For P=3.5 MPa, determine the in-plane shearing stress parallel to the grain and the normal stress perpendicular to the grain. (Round the final answers to two decimal places.) 1.8 MPa 15° The in-plane shearing stress parallel to the grain is The normal stress perpendicular to the grain MPa (+ CCW on positive x-face). MPa (+ tensile; - compressive).

Problem 07.018 - Determine stresses parallel and perpendicular to the grain of a wooden element. The grain of a wooden member forms an angle 15° with the vertical. For P=3.5 MPa, determine the in-plane shearing stress parallel to the grain and the normal stress perpendicular to the grain. (Round the final answers to two decimal places.) 1.8 MPa 15° The in-plane shearing stress parallel to the grain is The normal stress perpendicular to the grain MPa (+ CCW on positive x-face). MPa (+ tensile; - compressive).

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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QUESTION 4) For the given plane state stress, if the components at the inclined surface is known and the normal stress is known to be zero about the +ty direction, calculate the stresses that will occur in the 14 MPa MPa plane where the direction of the normal axis is x, and show all an oriented element. 30
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The state of stress shown to the left was produced by a combination of loadings on a body that is not shown. Determine the following via Mohr's circle: A) Draw Mohr's Circle for the x-y plane. B) Determine the principal stresses - All 3. C) Sketch a properly oriented differential element showing the principal stresses in the x-y plane. D) Determine the magnitude of the maximum shear stress in the x-y plane. E) Sketch a properly oriented differential element showing the maximum shear stress state in the x-y plane. F) Determine the magnitude of the absolute maximum shear stress (and include the two out of plane circles on your original figure). Use the following values for the magnitudes of the stresses: x = 0₂ Txy Ox X X 10 ksi, σy = 4 ksi, σ₂ = 3 ksi, Txy = 4 ksi
Required information Consider the given state of stress. Given: A = 4 ksi and B= 20 ksi. + + B + 6 ksi Determine the orientation of the planes of maximum in-plane shearing stress. The orientations of the planes of maximum in-plane shearing stress are - 31.3 and 108.4.
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