Hand Calculation Date Page No. B) R = 3mm HE 55 mm 10= F = 105000 1152 N/mm? A 48×24 HI ES5 mm, H = 48mm, R=3mm HLE 55= 1.145 , R = 3= 0.0625 H 48 H 48 from graph, stres encentrations factos R = 1.96 Oman = K xo=1.96x1152 = 2257.92 N/mm? C) R =3mm, H2= 20mm, H = 48 mm 10.= 10 5000 = 1152 N/mm? 48x24 | H2= 70= 1.458 R = 3=0.0625 1 H 48 H 48 :: Shen encentration factor R= 2.6 Oman = OxKq = 2.6 X 1152 L=2999.2 N/mm?
Equivalent Stress Type: Equivalent (von-Mises) Stress Unit: Pa Time: 1 16-07-2019 09:33 ANSYS R15.0 1.2027e8 Max 1.07068 9.3849e7 8.0639e7 6.74287 5.4218e7 4.1007e7 2.7797e7 1.4586e7 1.3758e6 Min Max 0.090 (m) 0.068
A: Static Structural Equivalent Stress Type: Equivalent (von-Mises) Stress Unit Pa Time: 1 16-07-2019 09:39 ANSYS R15.0 1.4352e8 Max 1.2767e8 1.1182e8 9.5975e7 8.0128e7 6.428e7 4.8432e7 Automatic 1.6737e7 8.8873e5 Min Max 1 0.045 045 0.090 (m) 0.022
A: Static Structural Equivalent Stress Type: Equivalent (von-Mises) Stress Unit: Pa Time: 1 16-07-2019 09:37 ANSYS R15.0 1.6689e8 Max 1.4856e8 1.3022e8 1.11888 Automatic 7.5209e7 5.6873e7 3.8536e7 2.02e7 1.863e6 Min Max 2 0.000 0.045 0.090 (m) 0.022 0.068