Originally posted by az2tx
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Structural engineered beam question
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Originally posted by Greenheadless View PostOk, not to hijack the thread, but what if you wanted to span a 20’ area. I have a load bearing wall and want to remove, but only have 8’ ceilings. I want the beam recessed and the joists to be attached to hoist hangers on the beam.
Thoughts?
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Originally posted by az2tx View PostDeflection would depend on camber
A cpl of other things he needs to consider,
what type of post?
What about uplift?
What is the roof pitch going to be?
Is their just going to be a ledger on the side of his house to tie into or is it a hip roof where he can sit the new rafters on the exterior wall
I think steel is what i see being used most around here...or another postLast edited by Death from Above; 02-06-2020, 05:59 PM.
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Originally posted by Death from Above View PostThats a monster...If you have high ceilings should be ok, an 8' eve will ahve the beam down at head height...just something to consider...
did they tell how much deflection to expect?
That IS a big beam. Would suggest getting some equipment to lift it into place. Trying to man handle that thing into place could / would be very dangerous.
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Originally posted by Greenheadless View PostOk, not to hijack the thread, but what if you wanted to span a 20’ area. I have a load bearing wall and want to remove, but only have 8’ ceilings. I want the beam recessed and the joists to be attached to hoist hangers on the beam.
Thoughts?
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Originally posted by Greenheadless View PostSingle story, low hip roof, I wanna say the joists are 2x6.
Lots of variables but doable
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