SLAB TYPE OVERALL DES.MOMENT INDICATED LOAD ANO MESISTANCE CENTROIDS (a)ONE-WAY ISIMPLE SUPPORTSI YPAN .:44- 一 Fig.6-1 L0AD×4 ,u%。 M:.ny A rough ←44 IDGE LGAD CONSTANT approximation Ibl 2-WAY (CORNERS ALLOWED TO CURL UP) 发PN +LCNG专 of flat slab behavior (c)2-WAY ICORNERS HELD DOWN) YPLAN +LOG生D-EAR CO9NE5 L04X EDGE LOAD VARIES (dl 2-WAY (SLAB AND WALL CONTINUOUS) 为PLAN x江之 EOGE LOAD VARIESFig. 6-1 A rough approximation of flat slab behavior