P O R T L A N D C E M E N T A S S O C I A T I O N STRENGTH DESIGN OF ANCHORAGE TO CONCRETE By Ronald A. Cook ¦ ¦ NOTE: This program requires Acrobat Reader 4.0 or later.…
S. K. Ghosh Associates Inc. Example Problem ½-in. Headed bolts ASTM F 1554 Grade 36 = 36,000 psi fyt = 58,000 psi futa = 4000 psi f’c = 12 in. hef = 18 in. ha SDC C Concrete…
ACI 318-08, Appendix D IBC 2006 Section 1912 Anchorage to Concrete Mark Bartlett, PE Field Engineer Simpson Anchor Systems Presentation Topics • • • • • • •…