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Cedarcreek

Posted 3/15/2008 21:22 (#334753 - in reply to #334403)
Subject: Re: I-beam strengths

Eastern Montana

I'm not an engineer but for overhead lifting an 8 to 1 safety factor is usually required. I have a data book but there are to many variables for me to give any safe loads here. The loads are different for S or W type I-beams of the same weight.

I-beam strengths - farminguy : 3/14/2008 13:46
- Re: I-beam strengths - blueberryman : 3/14/2008 14:06
  - Re: I-beam strengths - schwinnj : 3/14/2008 15:46
- Re: I-beam strengths - glensts : 3/14/2008 14:12
  - Re: I-beam strengths - Grow : 3/14/2008 18:19
    - Re: I-beam strengths - Sand Flat Bob : 3/15/2008 07:26
  - Re: I-beam strengths - NYplowboy : 3/14/2008 20:10
- Re: I-beam strengths - commissioner : 3/14/2008 21:24
- RE: I-beam strengths - RodInNS : 3/14/2008 22:24
- RE: I-beam strengths - ST34 : 3/15/2008 09:56
  - RE: I-beam strengths - walknjim : 3/15/2008 10:20
  - Re: I-beam strengths - Applicator : 3/15/2008 15:56
  - Re: I-beam strengths - Cedarcreek : 3/15/2008 21:22

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