WIRE ROPE
WIRE ROPE
(OP)
DOES ANYONE HAVE ANY SUGGESTIONS AS TO REFERENCE MATERIAL (REFERENCES, TESTS, STUDIES, ETC) CONCERNING EMBEDMENT CRITERIA FOR WIRE ROPE. I HAVE BEEN ASKED TO DESIGN SOME PRECAST LIFTING DETAILS USING 6X19 CLASS WIRE ROPE PURPLE GRADE. FOUND PLENTY OF INFORMATION CONCERNING THE WIRE ROPE BUT NONE ON EMBEDMENT CRITERIA. AM NOT QUITE SURE HOW TO FIGURE THE AMOUNT OF EMBEDMENT REQUIRED TO DEVELOPE IT. THE TWO LIFTS ARE ESTIMATED AT 59,000# AND 99,000#. ANY SUGGESTIONS ARE WELCOME. THANKS IN ADVANCE.






RE: WIRE ROPE
DaveAtkins
RE: WIRE ROPE
www.SlideRuleEra.net
RE: WIRE ROPE
http://ww
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Something like this may work for you situation.
RE: WIRE ROPE
RE: WIRE ROPE
Could I suggest using something like:
h
They go up to 45 Tonne capacity (99000 pounds)and can be fitted flush with formers. With a proper insert they are designed for the specific task of lifting and certified accordingly. At those sort of weights I would be anxious about coming up with a 'heath robinson' lifting arrangement.
RE: WIRE ROPE
RE: WIRE ROPE
epr: is it possible for you to upload your info to SRE's website?
SRE: OK?
Dik
RE: WIRE ROPE
I'll send it to SRE, and he can determine whether he wants to post it on his site.
RE: WIRE ROPE
www.SlideRuleEra.net