Jun 29, 2006 #1 sean2000 Structural Joined Jun 29, 2006 Messages 8 Location US IBC provide allowable shear for panels with 10d or 8d nailes. Anyone know how to define the capicity of panels with stales. Thanks.
IBC provide allowable shear for panels with 10d or 8d nailes. Anyone know how to define the capicity of panels with stales. Thanks.
Jun 29, 2006 #2 FSS Structural Joined Sep 24, 1999 Messages 270 Location US Never heard of a shearwall with staples. Upvote 0 Downvote
Jun 29, 2006 #3 WBUW Structural Joined May 30, 2006 Messages 63 Location US Reduce the allowable values for the shearwall as specified in IBC tbl 2306.4.1 sub note a Upvote 0 Downvote
Jun 29, 2006 Thread starter #4 sean2000 Structural Joined Jun 29, 2006 Messages 8 Location US Thanks WBUW, find it! Upvote 0 Downvote
Jun 30, 2006 #5 SperlingPE Structural Joined Dec 27, 2002 Messages 591 Location US There is also an ICC (Legacy) report available from the staple/nail gun people which has diaphragm values based on testing. Upvote 0 Downvote
There is also an ICC (Legacy) report available from the staple/nail gun people which has diaphragm values based on testing.
Jun 30, 2006 Thread starter #6 sean2000 Structural Joined Jun 29, 2006 Messages 8 Location US Thanks for the information, SperlingPE Upvote 0 Downvote