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It has been determined that a point in a load-carrying member is subjected to the following 2. stress condition: Tay 200MPa(C
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2) Given 4 - 400 м Ра - - Зоо чPa Txy - 200 MPa (clock wise)a)initial stress element:

O.y = -300.0 T = 200.0 0.X = 400.0 IT 6x20468.0 T= -200.0 T= 200.0 o.y = -300.0

b)mohr's circle:

600. 00 500.0+ Max shear = 403.1 4000 (-300.0.200.0) (-300.0.200.0) 300.0 2000 + Min prin = -353.1 100.0 (50.00.0.0) AA 200 -c)complete principal stress element:

O.y = -353.1 T= 0.000 T=0.000453.1 OX= 453.1 T = 0.000 = 0.000 O.y = -353.1

d)maximum shear stress element:

OX = 50.00 T = 403.1 TE-408.1 O.y = 50.00 T = -403.1 T = 403.1 50.00 0.x = 50.00

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