If they are 3 tonne breaking strain then leave them.If safe working load SWL of 3T then breaking should be 21T (factor of 7) - which is what you want
as i said ...no
Quote from: The Smiths on November 21, 2010, 09:08:17 PMIf they are 3 tonne breaking strain then leave them.If safe working load SWL of 3T then breaking should be 21T (factor of 7) - which is what you wantFrom my design days, we would use a minimum safety factor of x2 for the designed weakest point.Anything involving man movement, eg a lift, then I think it was 5x safety factor as a minimum. As I say, this was in the mid 80's, so things could have changed (and my memory aint what it used to be).
is that really u Dave?
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