Previous Thread
Next Thread
Print Thread
Rate Thread
Common purlin design #15396 05/12/08 01:57 AM
Joined: May 2008
Posts: 1
K
kjell walker Offline OP
Member
OP Offline
Member
K
Joined: May 2008
Posts: 1
I remember reading somewhere that the most efficient common purlin design normally turns out to be a nearly square timber. I guess it would depend on the pitch of the roof. I've looked through all my books and can't find an explanation. Can anyone give me a reference for this or explain why it is--or isn't?
Kjell

Re: Common purlin design [Re: kjell walker] #15401 05/12/08 11:04 AM
Joined: Nov 2003
Posts: 687
G
Gabel Offline
Member
Offline
Member
G
Joined: Nov 2003
Posts: 687
this is true on a 45 degree pitch.

We all know that the depth of the beam is more important to it's strength/stiffness than the width. So on shallower pitches, the deeper the beam the better, just like any beam.

As you go over 45 degrees, you actually want to orient the purlin so that the depth is in the plane of the roof, which is opposite what you might think.

Not a very clear explanation I'm afraid. And it is simplified, because it is hard to join deep common purlins to principal rafters without weakening one or both members.


Moderated by  Jim Rogers, mdfinc 

Newest Members
Bradyhas1, cpgoody, James_Fargeaux, HFT, Wrongthinker
5137 Registered Users
Powered by UBB.threads™ PHP Forum Software 7.7.3
(Release build 20190728)
PHP: 5.4.45 Page Time: 0.084s Queries: 15 (0.067s) Memory: 3.1163 MB (Peak: 3.4044 MB) Data Comp: Off Server Time: 2024-05-18 20:26:47 UTC
Valid HTML 5 and Valid CSS