SEISMIC LOAD STATIC METHOD AS PER UBC -1997

[@nazar7161]

Do not we need to consider section 1630.3.1 multiplying the overstrength factor by the designed base shear?

[@alvinb.4486]

done subscribing , thanks for the effort and time

[@vandanabhoite6195]

Is this useful for European design

[@panpanban]

thanks

[@williamsentemtz9652]

would you please share the excel?