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Ashalt is loaded in bending and torsion such that M = 70 N m , T....
A shaft is loaded in bending and torsion such that Ma- 73.7 N-m, Ta -48.8 Nm,...
A shaft is loaded in bending and torsion such that Ma- 73.7 N-m, Ta -48.8 Nm, Mm = ? 7.5 N·m, Tm = 30.9 N. m. For the shaft, SU-630 MPa and Sy = 495 MPa, and a fully corrected endurance limit of Se -190 MPa is assumed. Let Kf - 2.13 and Kfs-1.89 Part 1 out of 2 With a design factor of 1.9, determine the minimum acceptable diameter of the shaft using the DE-Gerber criterion, the DE-elliptic criterion,...
1) [40 pts] Determination of minimum shaft diameter using DE-Gerber, DE-ASME Elliptic, DE-Soderberg, and DE-Goodman criteria...
1) [40 pts] Determination of minimum shaft diameter using DE-Gerber, DE-ASME Elliptic, DE-Soderberg, and DE-Goodman criteria A shaft is loaded in bending and torsion such that M. = 66 Nm, T. = 42.496 Nm, Mm = 51.858 Nm, and Tm = 33 N m. For the shaft, S, = 700 MPa and S, = 560 MPa, and a fully corrected endurance limit of S, = 210 MPa is assumed. Let K = 2.2 and Kis = 1.8. With a design...
2. (8 points) A solid shaft shown below is loaded in bending and torsion with steady...
2. (8 points) A solid shaft shown below is loaded in bending and torsion with steady rotation. The total bending moment and torque diagrams are also given. The selected shaft steel material has an ultimate tensile strength Sut = 68kpsi, initial yield stress Sy = 57kpsi, and fully corrected factors for endurance limit, kakykekakek, = 0.60. (a) (6 points) Determine the factor of safety at point D of the shaft using DE-ASME Elliptic criterion. Assume K, = 1.8 and Kfs...
-600 h 1. A rotating step shaft is loaded as shown, where the forces F. and...
-600 h 1. A rotating step shaft is loaded as shown, where the forces F. and F: are constant at 600 lbf and 300 lbf, respectively, and the torque T alternates from 0 to 1800 Ibf in. The shaft is to be considered simply supported at points and C, and is made of AISI 1045 CD steel with a fully corrected endurance limit of Se = 40 kpsi. Let k, = 2.1 and K = 1.7. For a design factor...
A rotating step shaft is loaded as shown, where the forces FA and FB are constant...
A rotating step shaft is loaded as shown, where the forces FA and FB are constant at 600 lbf and 300 lbf, respectively, and the torque T alternates from 0 to 1800 lbf . in. The shaft is to be considered simply supported at points and C, and is made of AISI 1045 CD steel with a fully corrected endurance limit of Se = 40 kpsi. Let Kg = 2.1 and K = 1.7. For a design factor of 2.5...
For a bolted assembly with eight bolts, the stiffness of cach bolt is k 1.0 MN/mm...
For a bolted assembly with eight bolts, the stiffness of cach bolt is k 1.0 MN/mm and the stiffness of the members is k26 MN/mm per bolt. The bolts are preloaded to 75 peroner of proof strength. Assume the external load is equally distrihuted to all the bolts. The bolts am M6 x1 class 5.8 with rolled threads. A fluctuating external load is applied to the cntire with P 60 kN and P - 20 kN. (a) Determine the yielding...
design a shaft to transmit a load based on B106.1 which is attached Design a shaft...
design a shaft to transmit a load based on B106.1 which is
attached
Design a shaft to transmit a load based on ANSI/ASME Standard B106.IM-1985 (40 points) a) Identify which loading case this analysis can be applied to and why: Case i) T. -9 kNm, T, -0,M.-0, M.-6.5 kNm, kr 1.57, n = 2 Case ii) T. - 7 kNm, T.-0, M -8 kNm, M-6 kNm, k-1.57, n-2 b) Perform the design and calculation on the acceptable case with: i)...
A 1020 steel shaft 3. A 1020 steel shaft has a corrected real endurance limit of...
A 1020 steel shaft
3. A 1020 steel shaft has a corrected real endurance limit of Se 40 ksi and a tensile strength of Sut 64 ksi. The shaft is loaded in bending and torsion such that Ma 500 lbf.in, and Tm 300 lbf.in, Mm Ta 0. The stress concentration factors were determined to be Kr 2.25, and Kf 1.75. Provided the design engineer choose a diameter of d 1.0 in, determine the factor of safety n of the shaft...
A rotating step shaft is loaded as shown, where the forces FA and FB are constant...
A rotating step shaft is loaded as shown, where the forces FA and FB are constant at 610 lbf and 305 lbf, respectively, and the torque Talternates from 0 to 1800 lbf-in. The shaft is to be considered simply supported at points and Cand is made of AISI 1045 CD steel with a fully corrected endurance limit of Se= 40 kpsi. Let Kf= 2.1 and Kfs = 1.7. Take the value of design factor to be 2.5. 6 in 6...
7 30.10 Required information A rotating step shaft is loaded as shown, where the forces FA...
7 30.10 Required information A rotating step shaft is loaded as shown, where the forces FA and Fg are constant ot 570 lbf and 285 lbf, respectively, and the torque alternates from 0 to 1800 lbf in. The shaft is to be considered simply supported at points and Cand is made of AISI 1045 CD steel with a fully corrected endurance limit of So" 40 kpsi. Let Kr 21 and Kis -17 Take the value of design factor to be...
A shaft is loaded in bending and torsion such that Ma- 73.7 N-m, Ta -48.8 Nm, Mm = ? 7.5 N·m, Tm = 30.9 N. m. For the shaft, SU-630 MPa and Sy = 495 MPa, and a fully corrected endurance limit of Se -190 MPa is assumed. Let Kf - 2.13 and Kfs-1.89 Part 1 out of 2 With a design factor of 1.9, determine the minimum acceptable diameter of the shaft using the DE-Gerber criterion, the DE-elliptic criterion,...
1) [40 pts] Determination of minimum shaft diameter using DE-Gerber, DE-ASME Elliptic, DE-Soderberg, and DE-Goodman criteria A shaft is loaded in bending and torsion such that M. = 66 Nm, T. = 42.496 Nm, Mm = 51.858 Nm, and Tm = 33 N m. For the shaft, S, = 700 MPa and S, = 560 MPa, and a fully corrected endurance limit of S, = 210 MPa is assumed. Let K = 2.2 and Kis = 1.8. With a design...
2. (8 points) A solid shaft shown below is loaded in bending and torsion with steady rotation. The total bending moment and torque diagrams are also given. The selected shaft steel material has an ultimate tensile strength Sut = 68kpsi, initial yield stress Sy = 57kpsi, and fully corrected factors for endurance limit, kakykekakek, = 0.60. (a) (6 points) Determine the factor of safety at point D of the shaft using DE-ASME Elliptic criterion. Assume K, = 1.8 and Kfs...
-600 h 1. A rotating step shaft is loaded as shown, where the forces F. and F: are constant at 600 lbf and 300 lbf, respectively, and the torque T alternates from 0 to 1800 Ibf in. The shaft is to be considered simply supported at points and C, and is made of AISI 1045 CD steel with a fully corrected endurance limit of Se = 40 kpsi. Let k, = 2.1 and K = 1.7. For a design factor...
A rotating step shaft is loaded as shown, where the forces FA and FB are constant at 600 lbf and 300 lbf, respectively, and the torque T alternates from 0 to 1800 lbf . in. The shaft is to be considered simply supported at points and C, and is made of AISI 1045 CD steel with a fully corrected endurance limit of Se = 40 kpsi. Let Kg = 2.1 and K = 1.7. For a design factor of 2.5...
For a bolted assembly with eight bolts, the stiffness of cach bolt is k 1.0 MN/mm and the stiffness of the members is k26 MN/mm per bolt. The bolts are preloaded to 75 peroner of proof strength. Assume the external load is equally distrihuted to all the bolts. The bolts am M6 x1 class 5.8 with rolled threads. A fluctuating external load is applied to the cntire with P 60 kN and P - 20 kN. (a) Determine the yielding...
design a shaft to transmit a load based on B106.1 which is
attached
Design a shaft to transmit a load based on ANSI/ASME Standard B106.IM-1985 (40 points) a) Identify which loading case this analysis can be applied to and why: Case i) T. -9 kNm, T, -0,M.-0, M.-6.5 kNm, kr 1.57, n = 2 Case ii) T. - 7 kNm, T.-0, M -8 kNm, M-6 kNm, k-1.57, n-2 b) Perform the design and calculation on the acceptable case with: i)...
A 1020 steel shaft
3. A 1020 steel shaft has a corrected real endurance limit of Se 40 ksi and a tensile strength of Sut 64 ksi. The shaft is loaded in bending and torsion such that Ma 500 lbf.in, and Tm 300 lbf.in, Mm Ta 0. The stress concentration factors were determined to be Kr 2.25, and Kf 1.75. Provided the design engineer choose a diameter of d 1.0 in, determine the factor of safety n of the shaft...
A rotating step shaft is loaded as shown, where the forces FA and FB are constant at 610 lbf and 305 lbf, respectively, and the torque Talternates from 0 to 1800 lbf-in. The shaft is to be considered simply supported at points and Cand is made of AISI 1045 CD steel with a fully corrected endurance limit of Se= 40 kpsi. Let Kf= 2.1 and Kfs = 1.7. Take the value of design factor to be 2.5. 6 in 6...
7 30.10 Required information A rotating step shaft is loaded as shown, where the forces FA and Fg are constant ot 570 lbf and 285 lbf, respectively, and the torque alternates from 0 to 1800 lbf in. The shaft is to be considered simply supported at points and Cand is made of AISI 1045 CD steel with a fully corrected endurance limit of So" 40 kpsi. Let Kr 21 and Kis -17 Take the value of design factor to be...
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