Each diaphragm below the base level diaphragm shall be designed for all tributary
loads at that level using a minimum seismic force factor not less than the base shear
coefficient.
(Ord. 2016-0053 § 23, 2016.)
var val = document.getElementById('citecontent').innerHTML;
art.dialog.defaults.title = window.location.href;
art.dialog.data('cite', val);
art.dialog.data('homeDemoPath', '/Scripts/plus/artDialog/');
art.dialog.open('/Scripts/plus/artDialog/citeiframe.html');