seismic load

Posted by: ssmith

seismic load - 09/05/07 08:53 PM

Anyone konw whether seismic load should be divided by 1.4 as per ASD method?Now i got seismic coefficient about 0.34g,is it correct if i use 0.34*0.7 input?

Thanks

Posted by: CraigB

Re: seismic load - 09/06/07 07:45 AM

It depends on your building code. Read it!