Pile 

 Caps 



COBKUGATED BAR COMPANY, INC. 



REINFORCED CONCRETE PILE CAPS 



Carrying Capacity of Each Pile = 30 Tons 

 /8= 16,000 lb. per sq. in. Punching shear = 120 lb. per sq. in. 



/o = less than 650 lb. per sq. in. Bond stress = 100 lb. per sq. in. 



.31 7I2" ^qIaI." 



S3, 1 ;*jV^ Y^'-6rl-6ri'-6fi-6rr|- 6^ * in? 



10 Piles 



Column load = 570,000 lbs. 

 Concrete = 7 . 32 cu. yds. 



Reinforcement = 408 lbs. 



LI 



.12% 



♦>->4'-6fr-6ll-6^1-'6^f^6«r-6^ 



' DajaxD 



11 Piles 



Column load = 619,000 lb. 

 Concrete = 10.04 cu. yds. 



Reinforcement = 491 lbs. 



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£J., "'r- 3-0— rf-3-0'-r--3-0 - ?»*1 



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m 





ittft 





12 



o""0'a"a 



5-i- -7-9' 



12 Piles 



Column load = 674,000 lbs. 

 Concrete = 11 . 39 cu. yds. 



Reinforcement = 577 lbs. 



S3 r2-7TV2-7T-r2-74V2-7T' 



□ a a □ 



13 Piles 

 Column load = 729,000 lbs. 

 Concrete = 12 . 63 cu. yds. 



Reinforcement = 583 lbs. 



142 



