SLAB, BEAM, AND COLUMN DIAGRAMS 239 



DIAGRAM 14 

 BENDIMG AND DIRECT STRESS 

 CASE II TENSION OVER PART OF SECTION 



17 .18 .20 22 .24 .26 .28 30 .32 .34 .36 .38 



1.0 1.4 1.6 1.0 2.0 



