For the following foundation on piles: E MOKYRI DIVE Pile capacity in compression, Pa = Pile capacity in tension, Pt= Pi

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For The Following Foundation On Piles E Mokyri Dive Pile Capacity In Compression Pa Pile Capacity In Tension Pt Pi 1 (38.36 KiB) Viewed 46 times

For The Following Foundation On Piles E Mokyri Dive Pile Capacity In Compression Pa Pile Capacity In Tension Pt Pi 2 (25.04 KiB) Viewed 46 times

For The Following Foundation On Piles E Mokyri Dive Pile Capacity In Compression Pa Pile Capacity In Tension Pt Pi 3 (24.24 KiB) Viewed 46 times

For the following foundation on piles: E MOKYRI DIVE Pile capacity in compression, Pa = Pile capacity in tension, Pt= Pile capacity in shear, Va= DATA: GEOMETRY OF PILECAP 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 = Pu OPEDESTAL O P o oo Loo O O O PLAY VIEW 30ton = 7.5ton = 4ton = 20ft 12ft 4ft 6ft 2ft 110pcf 150pcf
Pile Dimension: Shape: Circle Side: 18in Edge Space 1.5ft at X Edge Space 1.5ft at Y GEOMETRY AND LOADS ON COLUMNS COL Xc Yo Bc 1 0.00 2 0.00 COL 5.00 -5.00 3.00 3.00 Ho H 3.00 3.00 Col-Weight 9.50 9.50 DEAD LOADS (kips) Vy Top-bot Vx 13 13.50 10 13 13.50 10 15 15 Live Load (kips) VX 20 20 闖W 25 25 Vy P P -66 -66 -11.0 -11.0 Mx Mx My LL My
What is the Maximum Compression Load on the piles ? 13 kip 1.2 kip O132 kip O 75 kip QUESTION 3