Rave About Your Rack Please do not post retail SPAM.

Topic	Date	User
what next to test?	8-Mar-2011 At 8:51:50 PM	atreyudelacy
Message
>- likewise for anchors near cracks/weaknesses >-I'd probably follow the std industry literature (Hilti etc have pages of equations), then ignore it and know that a bolt 20mm from an arete probably isn't good. Yeah, as i said - its all pretty well defined for concrete, i'd just be interested to see how that compares in rock. You're right tho that most people would just avoid placing a bolt where an edge failure might occur. Was just throwing a few more ideas into the forum; given that most bolting theory is hijacked from concrete anchoring technology i think its worthwhile knowing how comparable the two materials actually are.

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