Home Page link

steel span

Building Construction - Building Construction Industry Discussions. 

Page 1 of 3       1 2 3 > last >> Bookmark this page:  YahooMyWeb Yahoo!  Google Google  Windows Live Favorites Windows Live  del.icio.us del.icio.us  digg digg  Add to Netscape Netscape
Subject Author Date
steel span dfleck1 05-17-2007
|--> Re: steel span Bob Morrison05-17-2007
  `--> Re: steel span Bob Morrison05-18-2007
If you were  Registered and logged in, you could reply and use other advanced thread options
Posted by on May 17, 2007, 11:03 am
I have an 8"x5" steel I-beam in the basement spanning 30' with a
single post in the center supporting one floor and a roof. I would
like to move one post to 8' and would like to know how far in from the
other end I would have to add an additional post. I'm trying to open
up the space for a recroom.


Posted by Bob Morrison on May 17, 2007, 11:16 am
In a previous post dfleck1@gmail.com wrote...
> I have an 8"x5" steel I-beam in the basement spanning 30' with a
> single post in the center supporting one floor and a roof. I would
> like to move one post to 8' and would like to know how far in from the
> other end I would have to add an additional post. I'm trying to open
> up the space for a recroom.
>

Hire a local engineer to evaluate the loads and make recommendations. It
won't cost very much and you will be assured of a proper solution.

--
Bob Morrison, PE, SE
R L Morrison Engineering Co
Structural & Civil Engineering
Poulsbo WA
bob at rlmorrisonengr dot com

Posted by PeterD on May 17, 2007, 3:54 pm
On 17 May 2007 08:03:35 -0700, dfleck1@gmail.com wrote:

>I have an 8"x5" steel I-beam in the basement spanning 30' with a
>single post in the center supporting one floor and a roof. I would
>like to move one post to 8' and would like to know how far in from the
>other end I would have to add an additional post. I'm trying to open
>up the space for a recroom.


saying 5 x 8 steel I beam doesn't tell us enough to give you a
meaningful answer. The thickness of the steel in the web, and plates
is an important factor.

That said, steel is not as strong as many people think it is. Right
now you have two 15' spans if there is a single support in the middle.
Were you keep that 15' maximum span (not a good assumption, only an
engineer can pinpoint the load points), then were you to move the
support to 8 ft from the end, then then next support would need to be
at 8 + 15 ft, or 23 ft. Safer might be just to use two: one at 8 ft
from each end.

But: get an engineer (as the other poster suggested) to evaluate the
situation.

Posted by Glenn on May 17, 2007, 5:46 pm
Frankly, I would be more concerned about what the moved posts are
sitting on.


> On 17 May 2007 08:03:35 -0700, dfleck1@gmail.com wrote:
>
>>I have an 8"x5" steel I-beam in the basement spanning 30' with a
>>single post in the center supporting one floor and a roof. I
>>would
>>like to move one post to 8' and would like to know how far in
>>from the
>>other end I would have to add an additional post. I'm trying to
>>open
>>up the space for a recroom.
>
>
> saying 5 x 8 steel I beam doesn't tell us enough to give you a
> meaningful answer. The thickness of the steel in the web, and
> plates
> is an important factor.
>
> That said, steel is not as strong as many people think it is.
> Right
> now you have two 15' spans if there is a single support in the
> middle.
> Were you keep that 15' maximum span (not a good assumption, only
> an
> engineer can pinpoint the load points), then were you to move
> the
> support to 8 ft from the end, then then next support would need
> to be
> at 8 + 15 ft, or 23 ft. Safer might be just to use two: one at 8
> ft
> from each end.
>
> But: get an engineer (as the other poster suggested) to evaluate
> the
> situation.


Posted by Bob Morrison on May 17, 2007, 7:02 pm
In a previous post Glenn wrote...
> Frankly, I would be more concerned about what the moved posts are
> sitting on.
>

Exactly. Thus the reason for my recommendation to hire a local engineer
to evaluate the situation and make recommendations.

--
Bob Morrison, PE, SE
R L Morrison Engineering Co
Structural & Civil Engineering
Poulsbo WA
bob at rlmorrisonengr dot com

Page 1 of 3       1 2 3 > last >>
Similar ThreadsPosted
Re: Plywood span November 15, 2006, 12:10 pm
Re: Plywood span November 17, 2006, 7:58 pm
Clear Span Query January 3, 2007, 12:25 am
max header span length January 27, 2007, 9:44 am
Patio beam span January 28, 2007, 9:10 am
Steel I Beams December 27, 2006, 12:33 pm
Steel Structure April 1, 2008, 11:25 pm
Steel building questions August 12, 2006, 1:25 am
Steel Framed Homes September 8, 2006, 5:31 pm
Strength of steel question February 25, 2007, 10:40 am

Contact Us | Privacy Policy

XML SitemapXML Sitemap