Jun 29, 2006 #1 sean2000 Structural Jun 29, 2006 8 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 Sep 24, 1999 270 Never heard of a shearwall with staples. Upvote 0 Downvote
Jun 29, 2006 #3 WBUW Structural May 30, 2006 63 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 Jun 29, 2006 8 Thanks WBUW, find it! Upvote 0 Downvote
Jun 30, 2006 #5 SperlingPE Structural Dec 27, 2002 591 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 Jun 29, 2006 8 Thanks for the information, SperlingPE Upvote 0 Downvote
