- Consider That 12 Piles Of 16 Diameter Are Used In This Footing Indicate If The Piles Are Enough For The Forces Shown 1 (68.62 KiB) Viewed 62 times
Live Load = -450- 50 kip
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Consider that 12 piles of 16" diameter are used in this footing. Indicate if the piles are enough for the forces shown. Use ASCE 7-16 service combinations. The pile capacity is 210 kips in compression, 80 kips in tension and 12 kips in shear. P Vx Vy 1'6" O O \y 6'0" 2' 11' 3'0" -> X 3'0" 3' 6'0" IT Pilecap 1'6" 1'6" 4'6" 4'6" 1'6" Dead load: P = -950 - 50 kip (top load, add the weight of the foundation) Vx = 22 kip Vy = O kip Live Load: P = -450 - 50 kip Vx = 25 kip Vy = 0 kip