For the following foundation on piles: DATA: GEOMETRY OF PILECAP COL Pile Dimension: COL...

 

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For the following foundation on piles: DATA: เย GEOMETRY OF PILECAP COL لمها Pile Dimension: COL Pile capacity in compression, Pa = Pile capacity in tension, Pt= Pile capacity in shear. Va = (646) Length of pilecap, BF= Width of pilecap, HF = Thickness of pilecap, Th= Depth of pilecap, D= Surface to top of pilecap, He= Soil density, ys= Concrete density, yc = Shape: Circle Side: Edge Space at X: Edge Space at Y: 1 2 Vo BF Xi Spacing of piles along x = (BF-2*15)/3 Spacing of piles along y = (HF-2*1.5)/2 GEOMETRY AND LOADS ON COLUMNS Yi 18in 1.5ft 1.5ft 0.00 0.00 Bc (X1,Y1) 3.00 3.00 1 5.00 3.00 2 -5.00 3.00 Height from top of pedestal-to-bottom of pilecap = Hi + Th Hi He th Hc Combine: DL+LL What is the maximum compression load on the piles? 30ton = 7.5ton = 4ton = Hi Col-Weight 9.50 9.50 O O 21-ft 15-ft 4 ft 5.2-ft PLAN VIEW 110pcf 150pcf 13 13 Top-bot Vx 10 DEAD LOADS (kips) 10 Q 20 20 Vy 15 15 Live Load (kips) Vx Vy 25 25 PILES PEDESTAL P P -66 -66 Mx -110 -11.0 Mx My LL My For the following foundation on piles: DATA: เย GEOMETRY OF PILECAP COL لمها Pile Dimension: COL Pile capacity in compression, Pa = Pile capacity in tension, Pt= Pile capacity in shear. Va = (646) Length of pilecap, BF= Width of pilecap, HF = Thickness of pilecap, Th= Depth of pilecap, D= Surface to top of pilecap, He= Soil density, ys= Concrete density, yc = Shape: Circle Side: Edge Space at X: Edge Space at Y: 1 2 Vo BF Xi Spacing of piles along x = (BF-2*15)/3 Spacing of piles along y = (HF-2*1.5)/2 GEOMETRY AND LOADS ON COLUMNS Yi 18in 1.5ft 1.5ft 0.00 0.00 Bc (X1,Y1) 3.00 3.00 1 5.00 3.00 2 -5.00 3.00 Height from top of pedestal-to-bottom of pilecap = Hi + Th Hi He th Hc Combine: DL+LL What is the maximum compression load on the piles? 30ton = 7.5ton = 4ton = Hi Col-Weight 9.50 9.50 O O 21-ft 15-ft 4 ft 5.2-ft PLAN VIEW 110pcf 150pcf 13 13 Top-bot Vx 10 DEAD LOADS (kips) 10 Q 20 20 Vy 15 15 Live Load (kips) Vx Vy 25 25 PILES PEDESTAL P P -66 -66 Mx -110 -11.0 Mx My LL My