Im just putting together a waney edge oak slab table for some clients. The legs are designed to be simple and linear to contrast the table, wide uprights with a rail at the top and another few inches up from the floor.
I am wondering whether I can get away with making it so simple that the two pairs of legs (approx 700/800 wide each) are just bolted up through the top rails into XL stainless (slab is oak) threaded inserts, with slotted holes to allow for movement of course. I am thinking short M12 bolts, perhaps 3 of them, i have found some that would fit the bill that are M16 external M12 internal.
The slab is going to be roughly 35/40mm after flattening, there will be maybe 1200 lengthways between the legs so i don't think sag will be an issue... Its more whether the bolted up legs will substantially resist the diagnoal/end-on force of, say, someone tripping/falling into the table.
What yee fellers reckon?
I am wondering whether I can get away with making it so simple that the two pairs of legs (approx 700/800 wide each) are just bolted up through the top rails into XL stainless (slab is oak) threaded inserts, with slotted holes to allow for movement of course. I am thinking short M12 bolts, perhaps 3 of them, i have found some that would fit the bill that are M16 external M12 internal.
The slab is going to be roughly 35/40mm after flattening, there will be maybe 1200 lengthways between the legs so i don't think sag will be an issue... Its more whether the bolted up legs will substantially resist the diagnoal/end-on force of, say, someone tripping/falling into the table.
What yee fellers reckon?