International Association of Certified Home Inspectors
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| Structural Contains discussions about the structural portion of a home inspection. This includes foundations, framing, et cetera. |
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#1
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Anyone have any info on steel beam boring?
This beam was bored to make room for the garage door opener. Sorry the pictures aren't the greatest. |
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#2
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Let me add that the web of the beam was probably 12-14" with about a vertical 5"x7" hole torched in it. There also was no real sag observed on the beam but it was covered with drywall.
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#3
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I would think the same rules apply as for a wood floor joist: No holes greater than 1/3 the depth. I would call for a structural engineer evaluation.
Jim King Last edited by jking2; 9/20/07 at 12:25 PM.. |
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#4
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Ahhh but this is a steel beam just like with an I joist you can bore big holes I'm just not sure how big. Allot is going to come into play such as the weight of the beam and flange and web widths.
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#5
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Please Note:
Richard A. Hetzel is a non-member guest and is in no way affiliated with InterNACHI or its members.
A lot depends on how close the hole is to the supports of the beam. Since it's a garage door opener, I assume it isn't very close. As the previous post points out, a lot comes into play. How much extra carrying capacity did the beam have? Are the corners of the hole sharp or curved? Where in the web is the hole? I assume no reinforcing plates were added to the web to compensate. Structural engineer time, I'd say.
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#6
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There appears to be some 'noteworthy' wiring there as well.
Frank P. Newman Emerald City Inspections, LLC Dublin, GA |
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#7
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Well, after looking at these pictures of rusted steel beams, I don't feel so bad about the hole for the garage door opener. ha. ha.
http://www.wcroads.org/roadwork/proj...-rd-bridge.htm Refer it to a Structural Engineer for calculations and move on. Personnally, I would like to see the actual verdict of the effects of the hole which I would never condone. Marcel http://www.themainehomeinspector.com/ Serving all of Kennebec County and Central Maine Cyr Home and Commercial Property Inspections IAC2 Certified http://co.nachi.org/inachiawards Inachi 2009 US Member of the Year Master Shingle Applicator Shingle Technology Ouellet Associaties Inc. http://www.oaconstruction.com/ |
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#8
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This was only a small portion of the report. I did indeed recommend further evaluation. There was no reinforcement plates and someone just went to town with a torch. Looked like he was trying to get the entire opener through the hole it was so big.
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#9
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Please Note:
rwand1 is a non-member guest and is in no way affiliated with InterNACHI or its members.
Thats a no no to cut a hole in a steel beam. Its just not permitted! With a hole cut its integrity is comprimised. Can you say "comprimised?"
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#10
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Please Note:
Richard A. Hetzel is a non-member guest and is in no way affiliated with InterNACHI or its members.
I beg your pardon, sir, holes are cut in steel beams all the time, but not without the recommendation of a structural engineer. Some locations require reinforcing plates, some don't. It depends on how big a hole, and where it is located. If you had said that it was a no-no for someone to arbitrarily cut a hole in a steel beam, especially by torching it, you would have been exactly right.
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#11
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Please Note:
rwand1 is a non-member guest and is in no way affiliated with InterNACHI or its members.
And you think cutting a hole in the web is an engineered cut for the garage door opener track?
I have yet to see in my experience and my local a beam that has been cut and approved in a residential setting fwiw. The pictures also indicates comprimise of the fire rating and carbon monoxide proofing I guess that permitted too? |
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#12
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Attachment 14734
Well, I have to agree with Richard that holes in steel beams are permissibe, but only under the direction of a structural engineer. Here is a design photo of a rectangular hole 8"x16" and notice how the corners have to be radius. Depending on where a hole is in a structural beam is critical and needs to be calculated by a Structural Engineer. Sometimes the holes will have to be reiforced as Richard says and still be allowed. Since the hole in the post above is most likely midspan of the opening, but not necessarily midspan of the span, it should be recommended for further evaluation by a structural engineer. Marcel http://www.themainehomeinspector.com/ Serving all of Kennebec County and Central Maine Cyr Home and Commercial Property Inspections IAC2 Certified http://co.nachi.org/inachiawards Inachi 2009 US Member of the Year Master Shingle Applicator Shingle Technology Ouellet Associaties Inc. http://www.oaconstruction.com/ Last edited by mcyr; 2/2/08 at 8:13 PM.. |
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#13
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Please Note:
Richard A. Hetzel is a non-member guest and is in no way affiliated with InterNACHI or its members.
I'm surprised only two corners are shown to be radiused.
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#14
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Quote:
Richard, When they write typical, they complain and when they don't write typical they still complain. ha. ha. I believe the other side of the 16" whole is meant to be in the breakline section of that beam. Marcel http://www.themainehomeinspector.com/ Serving all of Kennebec County and Central Maine Cyr Home and Commercial Property Inspections IAC2 Certified http://co.nachi.org/inachiawards Inachi 2009 US Member of the Year Master Shingle Applicator Shingle Technology Ouellet Associaties Inc. http://www.oaconstruction.com/ |
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#15
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Please Note:
Richard A. Hetzel is a non-member guest and is in no way affiliated with InterNACHI or its members.
As I read it, the break line is completely separate from the left edge of the hole. Curious.
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