USEFUL DATA 



REINFORCED CONCRETE PILE CAPS 



Carrying Capacity of Each Pile = 30 Tons 



/.= 16.000Ib. persq. in. 

 /o=less than 650 lb. per sq. in. 



,^-3-0--* 



Pile 

 Caps 



Punching shear = 120 lb. per sq. in. 

 Bond stress = 100 lb. per sq. in. 



4 Piles 



Column load ■= 232,000 lb. 

 Concrete »= 1 . 89 cu. yd. 



Reinforcement = 118 lb. 



(♦ 7-„-8^0^— ,-, — *> 



>"-!?."!♦- -3-0- -«--3-0—Mi:4l2 



EJ D □ ^ 



6 Piles 

 Column load = 346,000 lb. 

 Concrete = 3 . 55 cu. yd. 



Reinforcement = 21 7 lb. 



tsooa 



8 Piles 



Column load = 457,000 lb. 

 Concrete = 5 . 56 cu. yd. 



Reinforcement = 337 lb. 



P' 



<o;ao 



^jM- 



l4# 



^ 



mm 



^^j 

 ^^. 



-V 



21. 

 min 





-I 



5 Piles 

 Column load =287,000 lb. 

 Concrete =3.17 cu. yd. 



Reinforcement = 156 lb. 



M r'l'-6Yl-6fl-6i'l- 



7 Piles 



Column load =403,000 lb. _ ^, 



Concrete =4a,4-caryd. -A-*'2.ACu.X< 



Reinforcement = 208 lb. 



f- 8-0-- ♦> jj 



-%S#I^' 



ers*^- 



9 Piles 



Column load =512,000 lb. 

 Concrete = 6 . 89 cu. yd. 



Reinforcement = 352 lb. 



141 



