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An unpressurized pipe with an outside diameter of 219 mm and a wall thickness of 8 mm is subjected to the three loads shown. Assume: [a = 1.3 m, b= 1.9 m, Px= 16 kN, Py= 50 kN, P₂= 26 kN] a Pz Py b What is the internal moment about the x-axis (Mx) for determining stress at point H? (Use right hand rule for determining sign of moment) Answer: kN.m
What is the internal moment about the z-axis (M₂) for determining stress at point H? (Use right hand rule for determining sign of moment) Answer: kN.m
What is the internal torque about the y-axis (Ty) for determining stress at point H? (Use right hand rule for determining sign of moment) 20.8 kN.m 8 kN.m 9.8 kN.m 5.1 kN.m 14.9 kN.m
Determine the shear stress on the outer surface of the pipe at point H -23.3 MPa -28.7 MPa -6.6 MPa -16.2 MPa -20.2 MPa
Determine the normal stress on the outer surface of the pipe at point H -122.1 MPa -209.2 MPa -178.1 MPa -159.7 MPa -145.6 MPa