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I'm trying to determine if there is a way to get an adequate header in a limited space. Local structural engineers charge a huge fee for this, so I'm hoping to find a solution without one. I need to create a 6' -1.5" opening supporting a roof and 16' ceiling joists 16" o.c. and a 40 lb. live load in a 12' 2x4 wall. The problem is that there is only 4.5" from bottom of opening to bottom of double top plate. Obviously, wood is inadequate. Is there a steel/wood combo or steel beam that would work in this space? Any feedback is welcome.
 

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It's Not a Toomaa!!
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I'm intrigued. I know this is going to get kicked into the DIY section, but why do you only have 4 1/2" for a header? Sounds like you need to rethink the area where the door or window will be placed.
 

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Project Manager HFH..
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I'm intrigued. I know this is going to get kicked into the DIY section, but why do you only have 4 1/2" for a header? Sounds like you need to rethink the area where the door or window will be placed.
I agree.Sounds like there should be more room to put in a bigger header.
7' ceilings perhaps?:blink:
 

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Sounds like he actually has 7.5 inches if he can cut out both top plates. I bet a double LVL and a steel flitch would probably carry that. Throw that suggestion to your engineer to be sure.
 

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Pompass Ass
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I'm trying to determine if there is a way to get an adequate header in a limited space. Local structural engineers charge a huge fee for this, so I'm hoping to find a solution without one. I need to create a 6' -1.5" opening supporting a roof and 16' ceiling joists 16" o.c. and a 40 lb. live load in a 12' 2x4 wall. The problem is that there is only 4.5" from bottom of opening to bottom of double top plate. Obviously, wood is inadequate. Is there a steel/wood combo or steel beam that would work in this space? Any feedback is welcome.
Don't your plans have to be sealed by a P.E. or and Architect?

Even if they don't are you really going to go by what you read on the internet?
 

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Design Build
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I'm trying to determine if there is a way to get an adequate header in a limited space.

Local structural engineers charge a huge fee for this, so I'm hoping to find (some cheap solution on the internet that might result in a structural failure and kill someone....but who cares....I saved a HUGE ENGINEER FEE) a solution without one.

I need to create a 6' -1.5" opening supporting a roof and 16' ceiling joists 16" o.c. and a 40 lb. live load in a 12' 2x4 wall. The problem is that there is only 4.5" from bottom of opening to bottom of double top plate. Obviously, wood is inadequate. Is there a steel/wood combo or steel beam that would work in this space? Any feedback is welcome.
I added the red. So lets start.

You KNOW the situation requires some form or engineering input - its that pesky thing called cost that is bothering you.

By that definition..... you = hack.

I will say this real plainly. Do things right, or don't do anything at all.
 

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I'm trying to determine if there is a way to get an adequate header in a limited space. Local structural engineers charge a huge fee for this, so I'm hoping to find a solution without one. I need to create a 6' -1.5" opening supporting a roof and 16' ceiling joists 16" o.c. and a 40 lb. live load in a 12' 2x4 wall. The problem is that there is only 4.5" from bottom of opening to bottom of double top plate. Obviously, wood is inadequate. Is there a steel/wood combo or steel beam that would work in this space? Any feedback is welcome.
In a case like this you must first establish the co-tangent.
Once determining the co-tangent divide it by the co-sequent.
The remainder will give you the load aberrance.
I CAN NOT STRESS THIS ENOUGH…..CARRY the Ought!!!!!
Once the remainder has been established or in this case the “sequent” we add the 4.5” and end up with the non variable of TREE-FIDDY!
Put that on your plans and get your inspector to sign off DONE DEAL! :thumbsup:
Let us know how it turns out!:eek:
 
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