SLAB, BEAM, AND COLUMN TABLES 207 

 TABLE 10. USE FOR T-BEAMS 



3. Loading and working stresses given to determine suitable pro- 

 portions for entire beam. 

 / c = 650 Ib. per square inch. / = 16,000 Ib. per square inch, n = 15. 



* =-- = 0.379 



J jd=d-z 



