pileselection tower3
DESCRIPTION
it can be used for Pile selection for any structure.TRANSCRIPT
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PileSelectionTower3
Factorforselfweight 1.05FactorforNegativeSkin 1.05ConcreteGrade 35 N/mm2BearingPressureofPile(0.25xfcu) 8.75 N/mm2DesignBearingPressure 6000 kN/m2SkinFrictionCoefficient 0 kN/m2SocketedLength 0.000 m
600 0.283 1696 0.000 0750 0.442 2651 0.000 0800 0.503 3016 0.000 01000 0.785 4712 0.000 01200 1.131 6786 0.000 0
#ofPiles #ofPiles #ofPiles #ofPiles #ofPiles600 750 800 1000 1200
1 17 6201 6837 4.0 2.6 2.3 1.5 1.0 17 1000 1.45 2 OK2 20 8858 9766 5.8 3.7 3.2 2.1 1.4 20 1200 1.44 2 OK3 27 8461 9328 5.5 3.5 3.1 2.0 1.4 27 1200 1.37 2 OK4 30 8852 9760 5.8 3.7 3.2 2.1 1.4 30 1200 1.44 2 OK5 45 6283 6927 4.1 2.6 2.3 1.5 1.0 45 1000 1.47 2 OK6 48 1786 1969 1.2 0.7 0.7 0.4 0.3 48 600 1.16 2 OK7 11 7115 7844 4.6 3.0 2.6 1.7 1.2 11 1200 1.16 2 OK 4/12008 16 9777 10779 6.4 4.1 3.6 2.3 1.6 16 1200 1.59 2 OK9 21 12193 13443 7.9 5.1 4.5 2.9 2.0 21 1000 2.85 3 OK10 26 11928 13150 7.8 5.0 4.4 2.8 1.9 26 1200 1.94 2 OK11 31 10071 11103 6.5 4.2 3.7 2.4 1.6 31 1200 1.64 2 OK12 46 8865 9774 5.8 3.7 3.2 2.1 1.4 46 1200 1.44 2 OK13 36 6348 6999 4.1 2.6 2.3 1.5 1.0 36 1000 1.49 2 OK14 144 6123 6751 4.0 2.5 2.2 1.4 1.0 144 1000 1.43 2 OK15 147 7447 8210 4.8 3.1 2.7 1.7 1.2 147 1200 1.21 2 OK 4/120016 38 8952 9870 5.8 3.7 3.3 2.1 1.5 38 1200 1.45 2 OK17 67 9951 10971 6.5 4.1 3.6 2.3 1.6 67 1200 1.62 2 OK18 95 10175 11218 6.6 4.2 3.7 2.4 1.7 95 1200 1.65 2 OK19 161 7798 8598 5.1 3.2 2.9 1.8 1.3 161 1000 1.82 2 OK20 162 6358 7010 4.1 2.6 2.3 1.5 1.0 162 1000 1.49 2 OK21 4 6134 6763 4.0 2.6 2.2 1.4 1.0 4 1000 1.44 2 OK22 13 6824 7523 4.4 2.8 2.5 1.6 1.1 13 1000 1.60 2 OK23 14 7356 8110 4.8 3.1 2.7 1.7 1.2 14 1000 1.72 2 OK24 23 7892 8700 5.1 3.3 2.9 1.8 1.3 23 1000 1.85 2 OK25 24 7815 8616 5.1 3.3 2.9 1.8 1.3 24 1000 1.83 2 OK26 33 5348 5896 3.5 2.2 2.0 1.3 0.9 33 800 1.96 2 OK27 34 6871 7575 4.5 2.9 2.5 1.6 1.1 34 1000 1.61 2 OK28 50 5455 6014 3.5 2.3 2.0 1.3 0.9 50 800 1.99 2 OK29 150 7107 7836 4.6 3.0 2.6 1.7 1.2 150 1000 1.66 2 OK30 51 5126 5652 3.3 2.1 1.9 1.2 0.8 51 1000 1.20 2 OK31 55 1058 1166 0.7 0.4 0.4 0.2 0.2 55 1000 0.25 1 OK32 91 8087 8916 5.3 3.4 3.0 1.9 1.3 91 1000 1.89 2 OK33 84 823 908 0.5 0.3 0.3 0.2 0.1 84 1000 0.19 1 OK 12/100034 53 4774 5263 3.1 2.0 1.7 1.1 0.8 53 1000 1.12 2 OK35 130 865 953 0.6 0.4 0.3 0.2 0.1 130 1000 0.20 1 OK36 80 5531 6098 3.6 2.3 2.0 1.3 0.9 80 1000 1.29 2 OK37 109 647 713 0.4 0.3 0.2 0.2 0.1 109 1000 0.15 1 OK38 52 4225 4658 2.7 1.8 1.5 1.0 0.7 52 1000 0.99 1 OK
#ofPilesNeeded
#ofPilesProvided
StatusJoint
Nu.Etabs
ServiceLoad(kN)
FinalFactoredLoad(kN)
PileDiameterSelectedpiledia
2/600w
PileDiameter(m
m)
PileEndArea(m2)
EndBearingLoad(kN)
SocketedArea(m2)
KAHAWITADESILVA&ASSOCIATESPVTLTD
FrictionLoad(kN)
JointNu.Etabs
FinalAllowableEndBearingLoad(kN)
16962651301647126786
IDNo.