Structural engineer? Log Out | Lost Password? | Topics | Search | Who's Online
Contact | Register | My Profile | SO home | MOL home

M-SO Message Board » Home Fix-it » Archive through September 5, 2006 » Structural engineer? « Previous Next »

  Thread Originator Last Poster Posts Pages Last Post
  ClosedClosed: New threads not accepted on this page          

Author Message
Top of pagePrevious messageNext messageBottom of page Link to this message

Diane Hughes
Citizen
Username: Dlh

Post Number: 2
Registered: 11-2005
Posted on Tuesday, August 29, 2006 - 5:31 pm:   Edit Post Delete Post Print Post    Move Post (Moderator/Admin Only)

Can anyone recommend a structural engineer who is willing to consult with us on a sructural issue? We removed a wall between two rooms on our second floor and need to know whether the replacement microlam beam needs to be 4 x 12 or 4 x 8. ANy recommendations would be appreciated.
Top of pagePrevious messageNext messageBottom of page Link to this message

Michael K. McKell
Citizen
Username: Mckellconst

Post Number: 109
Registered: 5-2006


Posted on Tuesday, August 29, 2006 - 5:40 pm:   Edit Post Delete Post Print Post    Move Post (Moderator/Admin Only)

What is the span? Is there a 3rd floor? PL me.
Top of pagePrevious messageNext messageBottom of page Link to this message

Bailey
Citizen
Username: Baileymac

Post Number: 465
Registered: 3-2005
Posted on Tuesday, August 29, 2006 - 9:16 pm:   Edit Post Delete Post Print Post    Move Post (Moderator/Admin Only)

You need to know the span of the beam, plus the load to be carried. Removing a wall can be a problem, because you need to transfer the weight of the total load between the beam supports on either end.
In other words, the wall carried the weight of the upper floor and distributed it among all the floor joists that supported the wall. Depending on the span of the beam, you may have to tansfer all the combined weight down to a foundation.

Do you know if the wall you removed was parallel or perpendicular to the floor joists above it? If the floor joists were perpendicular, it most likely was a bearing wall.

Top of pagePrevious messageNext messageBottom of page Link to this message

Diane Hughes
Citizen
Username: Dlh

Post Number: 4
Registered: 11-2005
Posted on Tuesday, August 29, 2006 - 11:13 pm:   Edit Post Delete Post Print Post    Move Post (Moderator/Admin Only)

The wall is perpendicular and load bearing. We really need a structural engineer to look at it. Can anyone recommend one?
Top of pagePrevious messageNext messageBottom of page Link to this message

Bob K
Supporter
Username: Bobk

Post Number: 12528
Registered: 5-2001
Posted on Wednesday, August 30, 2006 - 7:49 am:   Edit Post Delete Post Print Post    Move Post (Moderator/Admin Only)

This comes up about once a month here on MOL.

Look at the Archieves through August 2 at the bottom of the Home Improvement section. See Civil Engineer.

I couldn't get a link to work.
Top of pagePrevious messageNext messageBottom of page Link to this message

Diane Hughes
Citizen
Username: Dlh

Post Number: 5
Registered: 11-2005
Posted on Wednesday, August 30, 2006 - 9:16 am:   Edit Post Delete Post Print Post    Move Post (Moderator/Admin Only)

I found the post and got the information. Thank you very much.
Top of pagePrevious messageNext messageBottom of page Link to this message

J L Bryant
Citizen
Username: Jeffbryant

Post Number: 77
Registered: 6-2002
Posted on Wednesday, August 30, 2006 - 11:04 am:   Edit Post Delete Post Print Post    Move Post (Moderator/Admin Only)

Diane, glad you got your leads, but FYI, an architect can also 'size' this type of beam modification for you as well (actually, for that matter, many folks with an understanding of structures & loadings can). But in this instance, consulting an architect on interior rearrangements could result in a better use of the spaces.... in ways you may not have thought of. Just a thought.....

Topics | Last Day | Last Week | Tree View | Search | User List | Help/Instructions | Credits Administration