Bill: wind strength on fasteners and racking [RE-wrenches]
keith
kcronin at lava.net
Wed Mar 19 17:48:13 PST 2003
Hey Bill
I read your response to Jeff.
Do you have calculations for uplift, per my last post?
I have a wind load question....is it possible to use self tapping screws
into a corrugated roof that is supported by z bar purling for pv racking
support? Or is it advisable to drill the 90 degree angle iron that
makes the z bar purling assembly and have threaded rod through the roof?
I feel this might be better to limit the compression on the corrugation
and the roof. What is the wind rating or perhaps a mechanical engineer
would know how many self tappers x width of screw or just go for
threaded rod and sleep better!
Thanks again
Keith Cronin
Island Energy Solutions
318 A Kuulei Road
Kailua, Hawaii 96734
808-262-3268 Tel
808-263-0338 Fax
www.islandenergy.net
- - - -
To send a message: RE-wrenches at topica.com
Archive of previous messages: http://www.topica.com/lists/RE-wrenches/
List rules & etiquette: http://www.mrsharkey.com/wrenches/etiquete.htm
Check out participant bios: www.mrsharkey.com/wrenches/index.html
Hosted by Home Power magazine
Moderator: michael.welch at homepower.com
==^================================================================
This email was sent to: michael_welch at sbcglobal.net
EASY UNSUBSCRIBE click here: http://topica.com/u/?bz8Qcs.bz9JC9.bWljaGFl
Or send an email to: RE-wrenches-unsubscribe at topica.com
TOPICA - Start your own email discussion group. FREE!
http://www.topica.com/partner/tag02/create/index2.html
==^================================================================
More information about the RE-wrenches
mailing list