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Re:Anchor Bolt(CSA).xls (1 viewing) (1) Guest
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TOPIC: Re:Anchor Bolt(CSA).xls
#1071
sumnerdave (User)
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graphgraph
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Anchor Bolt(CSA).xls 3 Months, 2 Weeks ago Karma: 0  
Please reply to this topic to comment on or discuss Repository item:
Anchor Bolt(CSA).xls
 
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#1162
bpeirson (User)
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Re:Anchor Bolt(CSA).xls 4 Weeks, 1 Day ago Karma: 0  
I really like the layout of this sheet. I have noticed 2 things which may require updating.

1. Should cells L13 and L14 use the units(kN)rather than (kips).
2. Cells E26, E91, E92, I91, I92, M91 and M92 were formatted as white text on white background.

I am using kN instead of kips on my copy and I have formatted all cells to be visible. I have included conditional formatting on cell E26 to appear only if cell E24 reads "Post-Installed".

Our company sells and installs pallet racking. All rack must be anchored to the floor, two holes are available for anchors but only 1 anchor is required. It is nice to have calulations which show that the additional anchor adds no extra capacity. The extra anchor would create a group of 2 anchors with the pullout strength (section 4) remaining the same. The anchors purpose for racking is to prevent the rack from toppling if the lift operator hits the rack.

This is a question that is raised frequently by our customers.
 
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