Answer Happy

QUESTION 4 For the following foundation on piles: YE LYTI DATA: V Pile capacity in compression, Pa = Pile capacity in tension, Pt = Pile capacity in shear, Va = GEOMETRY OF PILECAP O O Length of pilecap, BF = Width of pilecap, HF = Thickness of pilecap, Th= Depth of pilecap, D = Surface to top of pilecap, He = Soil density, gs = Concrete density, gc = PLAN VIEW PLES PEDESTAL 30ton = 7.5ton = 4ton = 20ft 12ft 4ft 6ft 2ft 110pcf 150pcf
Pile Dimension: Shape: Circle Side: 18in Edge Space at X: 1.5ft Edge Space at Y: 1.5ft GEOMETRY AND LOADS ON COLUMNS COL Xc Yc Вс Top-bot 13 1 0.00 3.00 3.00 9.50 2 0.00 3.00 3.00 9.50 13 Live Load (kips) Vx COL Vy 20 1 20 2 Combine: DL + LL Assuming that each pile takes same shear load. What is the Maximum Shear Load on each piles ? 132 kip 8.3 kip 75 kip 26 kip 5.00 -5.00 Hc H Col-Weight DEAD LOADS (kips) Vx Vy 13.50 10 15 13.50 10 15 25 25 P P Mx -66 -66 Mx -11.0 -11.0 My LL My