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Home > General > The Cantina (Moderator: JDerion) > random question for the club-builders

random question for the club-builders

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Aske
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random question for the club-builders
« on: November 19, 2006, 01:50:40 PM »
does anyone know the failure loadings (compression, tension, and transverse shear/torsion) of a typical steel shaft
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Re: random question for the club-builders
« Reply #1 on: November 19, 2006, 02:21:36 PM »
Quote from: Aske on November 19, 2006, 01:50:40 PM
does anyone know the failure loadings (compression, tension, and transverse shear/torsion) of a typical steel shaft

7
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Re: random question for the club-builders
« Reply #2 on: November 19, 2006, 02:22:30 PM »
Quote from: twoiron on November 19, 2006, 02:21:36 PM
Quote from: Aske on November 19, 2006, 01:50:40 PM
does anyone know the failure loadings (compression, tension, and transverse shear/torsion) of a typical steel shaft

7

what units?
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Russia has invaded a sovereign neighboring state and threatens a democratic government elected by its people. Such an action is unacceptable in the 21st century.
--  Chimpy McFlightsuit, CEO of Bu$hco Industries of 'Merka
twoiron
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Re: random question for the club-builders
« Reply #3 on: November 19, 2006, 02:29:41 PM »
Quote from: Aske on November 19, 2006, 02:22:30 PM
Quote from: twoiron on November 19, 2006, 02:21:36 PM
Quote from: Aske on November 19, 2006, 01:50:40 PM
does anyone know the failure loadings (compression, tension, and transverse shear/torsion) of a typical steel shaft

7

what units?


..actually its 0.7 N/Cm2 or 146.2 pounds per square foot....
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Salamander
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Re: random question for the club-builders
« Reply #4 on: November 19, 2006, 05:06:25 PM »
Actually this is a kinda serious question and I'd appreciate some actual feedback. Thanks Smiley
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Re: random question for the club-builders
« Reply #5 on: November 19, 2006, 07:20:55 PM »
Sorry, far exceeds my knowledge about shafts. I could ask in the club builders forum at "the other place" if it's important.
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Re: random question for the club-builders
« Reply #6 on: November 19, 2006, 07:48:49 PM »
If the emails we sent won't get answered we might have to resort to that as a last option.
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Magnus Frater te spectat
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