FormalTmakyGabTL- $ -aNG2 5için g=-(1-0,630b/a)1-,- M.(lzy -2-ly.y) + M,(1, .z – Iy -3)4.ly - Iy" ZEA10 cmoy - cos20 + Trysin20 . dort -*O, tan20, -600 NX dy -- sin20 + Tycos2e, omatmin-*+r,14 cmBVertical load is applied to point B of a 10 mm radius cylindrical bar as shown in thefigure. Calculate the normal stress at point D.O 76,39 MPaO O MPaO 48,86 MPaO 33,37 MPaO 94,75 MPa

Given data: The torsional moment due to 600 N is: Draw the schematic diagram of the bar by…

Form TL My 10 cm 600 N 14 cm B T Vertical load is applied to point B of a 10 mm radius cylindrical bar as shown in the figure. Calculate the normal stress at point D. O 76.39 MPa OO MPa 48.86 MPa 33.37 MPa 94.75 MPa

Form TL My 10 cm 600 N 14 cm B T Vertical load is applied to point B of a 10 mm radius cylindrical bar as shown in the figure. Calculate the normal stress at point D. O 76.39 MPa OO MPa 48.86 MPa 33.37 MPa 94.75 MPa

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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Concept explainers

Stress transformation

The term stress indicates the measure of internal forces that develop due to an external force's application on an object. When a specific external force is applied to an object, internal stress generates in the material. The value of stress can obtain by taking the ratio of the externally applied force and cross-sectional area of the object. There are different types of stress depending on the type of external force.

Question

Formal
Tmaky
Gab
TL
- $ -aNG2 5için g=-(1-0,630b/a)
1-,- M.(lzy -2-ly.y) + M,(1, .z – Iy -3)
4.ly - Iy
" ZEA
10 cm
oy - cos20 + Trysin20 . dort -*O, tan20, -
600 N
X dy -- sin20 + Tycos2e, omatmin-*
+r,
14 cm
B
Vertical load is applied to point B of a 10 mm radius cylindrical bar as shown in the
figure. Calculate the normal stress at point D.
O 76,39 MPa
O O MPa
O 48,86 MPa
O 33,37 MPa
O 94,75 MPa

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