What are the differences between the following standards:
#1 - "AASHTO LRFD Bridge Design Specifications, 3rd edition, 2004, with 2005 & 2006 Interim Revisions"
&
#2- "AASHTO LRFD Bridge Design Specifications, Customary U.S. Units, 4th Edition, 2007 (or the same in SI Units)"
I haven't...
In the IBC 2003, Table 2306.4.1 (p.469), footnote i. states that "In Seismic Design Category D, E, or F, where shear design values exceed...[350 plf] (ASD) all framing members receiving edge nailing from abutting panels shall not be less than a single 3-inch nominal member. ..."
My question is...