Homework: A helica) cast steel with 30 helix angle has to tanmit 35 KW at 15oo yon. Gear has 24 teeth , 20 full depth. The Static Stress for Cast Steel maybe taken as 56 Mpa. The width.of face may be talcen as 8 times th module. Assume: Cs =l, Ep=E,=200GPa Ges=B00 MPa, be =60 MPa, Calculate: WA, WN,m, b, VR, C=40.
Homework: A helica) cast steel with 30 helix angle has to tanmit 35 KW at 15oo yon. Gear has 24 teeth , 20 full depth. The Static Stress for Cast Steel maybe taken as 56 Mpa. The width.of face may be talcen as 8 times th module. Assume: Cs =l, Ep=E,=200GPa Ges=B00 MPa, be =60 MPa, Calculate: WA, WN,m, b, VR, C=40.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Homework: A helica) cast steel with 3. helix angle has to tanmiz
35 KW at 1500 YPu. Gear has 24 teeth, 2 full depth. Tha Static
Stress for Cast Steel maybe taken as 56 Mpa.. The width. of face
may be talcen as 8 time) th module. Assum e : Cs =l, Ep=E=
Ges=300 HPa , be =60 MPa,
Calculate: WA, WNm, b, VR,
= 200G Pa
C=40.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F44e44205-8749-4b45-9a9a-3b5a9ae7d038%2Fbcd01f86-c82b-46df-9b1e-f22e9f777b99%2Fa95uz4r_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Homework: A helica) cast steel with 3. helix angle has to tanmiz
35 KW at 1500 YPu. Gear has 24 teeth, 2 full depth. Tha Static
Stress for Cast Steel maybe taken as 56 Mpa.. The width. of face
may be talcen as 8 time) th module. Assum e : Cs =l, Ep=E=
Ges=300 HPa , be =60 MPa,
Calculate: WA, WNm, b, VR,
= 200G Pa
C=40.
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