×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!
  • Students Click Here

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Students Click Here

Jobs

Double Curved Glu Lam Beam

Double Curved Glu Lam Beam

Double Curved Glu Lam Beam

(OP)
Does anyone know a good source for the design of a double curved glu lam beam?  The AITC Timber Construction Manual says that its design method only applies to single curved glu lam beams.   

RE: Double Curved Glu Lam Beam

Is this a reverse curve or a compound curve?

RE: Double Curved Glu Lam Beam

Model it in RISA 3D with the same design constraints.

Mike McCann
MMC Engineering

RE: Double Curved Glu Lam Beam

Follow msquared48 advice!  When I have done this in the past I have used a matrix method analysis program to determine the forces in the members.  I then checked the stress by hand.  What you have to watch for when using a standard program are the boundary conditions and the member length.  When checking for lateral stability some programs will use the length between joints as the member length.  

RE: Double Curved Glu Lam Beam

(OP)
It is a reverse curve; it goes from a 51.5' radius curving up to a 22.5' radius curving down.  The right support is 3.5' higher then the left support.

RE: Double Curved Glu Lam Beam

The way I would approach the problem is to draw the beam to scale in autocad then break it into a number of short segments.  The number of sections would depend on the level of accuraccy I was looking for.  I would probably break each curved section into 10 sections.

There are a couple of things to watch for.  First of all you have to check your radial tension stresses.  With your beam you probably have both radial tension and radial compression.  The other thing you want to check closely is your support conditions.  for the glulam to behave like a curved beam one support has to behave as a roller support.  

If both supports behave as pins, resisting both horizontal and vertical force, then your glulam behaves like a radial arch.  Generally unless you design the system as an arch your supports will not be stiff enough to resist the horizontal thrust.  

If you model the beam with a roller support you will get horizontal deflection of the beam at the roller.  The stiffness of your member will determine how much horizontal deflection you will have.  If the deflection is large enough you may need to detail one support as a slip connection.  If the horizontal deflection is small 1/2" to 3/4" your supports may be able to tolerate the deflection with out using a slip joint.  I always assumed that 1/2 the deflection occured at each support.

You should go to the AITC web site.  They have a really good guide on the design of curved members with a constant cross-section.

RE: Double Curved Glu Lam Beam

Depending on the assumptions made, the design will vary.  Fix the ends horizontally, in flexure and vertically and the allowable load will increase.  Uniform loading versus concentrated loading will change the deflection amount.  Assume select timber in the outer plies for sizing the beam.

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members!


Resources