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#13020 - 09/05/07 08:53 PM seismic load
ssmith Offline
Member

Registered: 06/07/07
Posts: 11
Loc: sh
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

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#13033 - 09/06/07 07:45 AM Re: seismic load [Re: ssmith]
CraigB Offline
Member

Registered: 05/16/06
Posts: 378
Loc: Denver, CO
It depends on your building code. Read it!
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CraigB

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