Pile/Pile Cap Parameters

• Pile Capacity, P = 50 tons = 100 kips
• Pile Diameter, d_p= 8"
• Column Loads:

• P_service = 625 kips

• P_u= 1000 kips

• M_{u min} = 50 kip-ft

• M_{u maj}= 25 kip-ft

• Column Dimensions, a = 20", b = 16"
• Concrete Strength, f^'_c= 3,000 psi
• Reinforcing Steel Strength, f_y= 60,000 psi
• Pile Embedment into Cap = 6"
• Concrete Clear Cover = 3"
• Construction Tolerance = 3"