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Determine the stress in a rod with a diameter of 2 cm subjected to a tensile force of 20 kN.
6.366 kN/cm2
Determine the stress in a 25x15mm bar subjected to a tensile force of 40 kN.
10.667 kN/cm2
Calculate the torsional stress in a circular bar with a polar section modulus of 662.68 cm3, under a torque of 30 kNm.
45.4 x 10^6 N/m3 = 45.4 MPa
Calculate the normal stress in an I-beam with a section modulus of 1231 cm3, subjected to a bending moment of 200 kNm.
162.5 x 10^6 N/m3 = 162.5 MPa
Calculate the maximum shear stress in an I-beam under a maximum shear force of 170 kN, given the following properties: statical moment of area of 708 cm3, web thickness of 0.9 cm, and area moment of inertia of 27,696 cm4.
48.3 x 10^6 N/m3 = 48.3 MPa
Determine the stress in an angle with an area of 5.8 cm2 under a compressive force of 40 kN.
6.9 kN/cm2
Determine the stress in a T-section with an area of 23.5 cm2 under a compressive force of 100 kN.
4.26 kN/cm2
Calculate the normal stress in a channel with a section modulus of 481 cm3, subjected to a bending moment of 50 kNm.
104 x 10^6 N/m3 = 104 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
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 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
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