Q2) B) The steel rod having a diameter of 2Z mm is subjected to an internal moment of 4Y0 Nm as shown in Figure Q2(b). Take: Z=1 Y =0 i) Determine the stress created at points A, B, and C. ii) Sketch a three-dimensional view of the stress distribution acting over the cross section. Note that moments of inertia for the circular area can be determined by I= (zr* )/ 4. y A B M = 4Y0 Nm 450 Radius = 0.5(2Z) mm Figure Q2(b)

Structural Analysis
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Chapter2: Loads On Structures
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Q2)
B) The steel rod having a diameter of 2Z mm is subjected to an internal moment of 4Y0 Nm as
shown in Figure Q2(b).
Take:
Z =1
Y = 0
i) Determine the stress created at points A, B, and C.
ii) Sketch a three-dimensional view of the stress distribution acting over the cross section.
Note that moments of inertia for the circular area can be determined by
I= (ar' )/ 4.
y A
B.
M = 4Y0 Nm
45°
Radius = 0.5(2Z) mm
Figure Q2(b)
Transcribed Image Text:Q2) B) The steel rod having a diameter of 2Z mm is subjected to an internal moment of 4Y0 Nm as shown in Figure Q2(b). Take: Z =1 Y = 0 i) Determine the stress created at points A, B, and C. ii) Sketch a three-dimensional view of the stress distribution acting over the cross section. Note that moments of inertia for the circular area can be determined by I= (ar' )/ 4. y A B. M = 4Y0 Nm 45° Radius = 0.5(2Z) mm Figure Q2(b)
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