Calculate the torsional stress in a hollow circular shaft with a polar section modulus of 1472.62 cm3, under a torque of 60 kNm.
40.7 x 10^6 N/m3 = 40.7 MPa
Calculate the maximum shear stress in an I-beam under a maximum shear force of 200 kN, given the following properties: statical moment of area of 1006.88 cm3, web thickness of 1.05 cm, and area moment of inertia of 41,020 cm4.
46.8 x 10^6 N/m3 = 46.8 MPa
Calculate the maximum shear stress in an I-beam under a maximum shear force of 150 kN, given the following properties: statical moment of area of 548.08 cm3, web thickness of 0.76 cm, and area moment of inertia of 21,370 cm4.
47.85 x 10^6 N/m3 = 47.85 MPa
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