Smart questions
Smart answers
Smart people
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Member Login

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips now!
  • 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!

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

LINK TO THIS FORUM!

Add Stickiness To Your Site By Linking To This Professionally Managed Technical Forum.
Just copy and paste the
code below into your site.

Partner With Us!

"Best Of Breed" Forums Add Stickiness To Your Site
Partner Button
(Download This Button Today!)

Feedback

"...It's extraordinarily refreshing to see truly expert advice without having to wade through hipper than thou attitude..."

Geography

Where in the world do Eng-Tips members come from?
Qwikduster (Civil/Environmental)
2 Jun 08 21:05
I am new to the flitch plate design process and need the expertise of the board.
I am designing a flitch plate for a residential addition with 2-(1-3/4") LVL's and a 1/2" steel plate in the middle. The span is 17.5 feet, with only a second floor load at 4900 lbs.
I need help determining the transformed section properties and the capacity. I know this combination will work, but everything I have tried won't confirm it. I'm sure I'm making a small mistake but just can't find it......
Is there a design example I can follow, or shareware that will compute this for me? I would really like to determine it long hand without the software, but maybe use the software as a check.
I don't plan on doing many of these-- if any ever again, but I do need to get this one done to get the addition going.

Any and all help is GREATLY appreciated!!!
Qwik-      
csd72 (Structural)
2 Jun 08 21:35
search for this at the top of the page(use the google one). There have been a number of recent posts in which references were given for this.
Qwikduster (Civil/Environmental)
7 Jun 08 8:05
csd72 and SlideRuleEra -
Thanks so much for your help!!
Qwik-  

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!

Close Box

Join Eng-Tips® Today!

Join your peers on the Internet's largest technical engineering professional community.
It's easy to join and it's free.

Here's Why Members Love Eng-Tips Forums:

Register now while it's still free!

Already a member? Close this window and log in.

Join Us             Close