Trials
Well-known member
You still need the outside walls or it's a swingThat would be awesome. A floating suspended from the ceiling bar countertop
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You still need the outside walls or it's a swingThat would be awesome. A floating suspended from the ceiling bar countertop
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You might be able to get away with cable x's and a heavy counter. I doubt it would make it stable enough for drinks if someone pushed it though.You still need the outside walls or it's a swing
lol no I would use the steel I have and go from one wall to the other in two shots laid flat, clean up and paint the surfaces white and secure it to the quartz top with thick 2 sided super tape. The 4 inch valance should almost completely hide it if you lay it flat ways to the 4x6 profile. It would have to go to a load bearing wall anyway, if the wall wasn't load bearing before it is now.
I'll need somewhere to keep the mother-in-law as it seems LTC doesn't seem to be working out.I can build a dandy elephant crate if you ever need one.
I can build a dandy elephant crate if you ever need one.
Likewise. She's helping us out more than we can ever repay her. You can see how tired she is, but keeps on going. Food, babysitting, food, lots and lots of delicious food...I blame her 100% for my gut growing. Told her I wish she wasn't such a good cook so I wouldn't have to eat so much!I'll need somewhere to keep the mother-in-law as it seems LTC doesn't seem to be working out.
I kid. I am lucky and she is actually quite lovely.
square tube is strong for compression but not great for deflection
ie: in vertical load bearing application it's great, but expensive
I'd get someone smarter than me to look at the math for 2 H beams
math geeks can look the size up on a table
set them apart at the outside of your 11 inches on substantial whatever
I'd go with 5/8 plywood on top of the steel
construction adhesive and self drilling screws into the beams
solid, and good adhesive base for the stone counter, no welding
Much better. I'd still expect the quartz to crack when someone does something dumb. With 30 lbs/ft distributed and 300lb point load in the centre (a 200 lb person climbing up will be more than 200 lbs force), deflection of your design will probably be >0.2 inches. With something that long it is conceivable that more than one person is on it at a time (staff hanging decorations, drunks, people that sit on the counter and look out etc). A steel skin over the bottom of the frame would really stiffen it up.
I haven't checked this calculator to see if it is accurate but the results pass the smell test.
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