Anchor bolts and Base plate
Anchor bolts and Base plate
(OP)
Colleagues:
Another question, what is the main difference for anchor bolt and base plate desing between an ordinary and a ductile desing. Due to the different R value that is used, of course seismic forces are different. But is there any special consideration that must be taken?
Thanks!
Another question, what is the main difference for anchor bolt and base plate desing between an ordinary and a ductile desing. Due to the different R value that is used, of course seismic forces are different. But is there any special consideration that must be taken?
Thanks!






RE: Anchor bolts and Base plate
RE: Anchor bolts and Base plate
When SDC>= C, the anchor bolt shall be ductile design or ACI318-08 D.3.3.5 or D.3.3.6 must be satisfied for non-ductile anchor bolt design
The bigger R value you use, the more seismic load reduction you use in the design. This requires the higher ductility in the connection and anchor bolt and base plate are one of these connections
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