tugas rekpon2

1 SNOWY MOUNTAINS ENGINEERING CORPORATION Program PILING Special Version **************************************************************************** Analysis of Structural Piling Systems Bridge Management System - Design Manual **************************************************************************** Tugas.plg 9:08 pm 10 May **

------------------------------------------------------------------------- TUGAS PILING 0.8 m CYLINDER CONCRETE VERTICAL PILESUnits kN.m -------------------------------------------------------------------------

PILE PROPERTIES *************** No. IRR ISS J A BR BS E PR

1 .101E+00 .101E+00 .402E-01 .503 .800 .800 .250E+08 .200

RAKES ***** RAKE NO. HORIZ. VERT. 1 *** VERTICAL ***

SOIL PROPERTIES ***************

Property No. 1 Soil Surface Z-Coord .000

Z-coord Elastic Soil Cu (clay) Soil Modulus Type Phi (sand) Density .000 .000E+00 CLAY 24.000 15.000 1.999 .167E+05 CLAY 24.000 15.000 2.000 .167E+05 CLAY 24.000 9.410 2.999 .167E+05 CLAY 24.000 9.410 3.000 .833E+05 CLAY 60.000 10.210 9.999 .833E+05 CLAY 60.000 10.210 10.000 .133E+06 SAND 35.000 11.970 24.999 .133E+06 SAND 35.000 11.970

PILE DETAILS ************ NO. X Y Z LENGTH ALPHA GAMMA RAKE SECT SOIL TOP BOT

1 -3.000 3.000 .000 15.000 .0 .0 1 1 1 FIX REL 2 .000 3.000 .000 15.000 .0 .0 1 1 1 FIX REL 3 3.000 3.000 .000 15.000 .0 .0 1 1 1 FIX REL 4 -3.000 .000 .000 15.000 .0 .0 1 1 1 FIX REL 5 .000 .000 .000 15.000 .0 .0 1 1 1 FIX REL 6 3.000 .000 .000 15.000 .0 .0 1 1 1 FIX REL 7 -3.000 -3.000 .000 15.000 .0 .0 1 1 1 FIX REL 8 .000 -3.000 .000 15.000 .0 .0 1 1 1 FIX REL 9 3.000 -3.000 .000 15.000 .0 .0 1 1 1 FIX REL1 SNOWY MOUNTAINS ENGINEERING CORPORATION Program PILING Special Version **************************************************************************** Analysis of Structural Piling Systems Bridge Management System - Design Manual **************************************************************************** Tugas.plg 9:08 pm 10 May **


Load Case 1 Dead Load + Live Load + Torsion

LOAD X-ORD Y-ORD Z-ORD FX FY FZ MX MY MZ 1 .000 .000 .000 1500.0 800.0 10000.0 4000.0 .0 .0

GLOBAL DISPLACEMENTS AT ORIGIN

X-DEF Y-DEF Z-DEF X-ROT Y-ROT Z-ROT .1590E-02 .1070E-02 .1326E-02 .1254E-03 -.8330E-04 .0000E+00

PILE FORCES

PILE R-SHEAR S-SHEAR AXIAL R-MOMENT S-MOMENT TORSION 1 166.667 88.889 1216.830 -185.662 418.668 .000 2 166.667 88.889 1426.164 -185.662 418.668 .000 3 166.667 88.889 1635.499 -185.662 418.668 .000 4 166.667 88.889 901.777 -185.662 418.668 .000 5 166.667 88.889 1111.111 -185.662 418.668 .000 6 166.667 88.889 1320.445 -185.662 418.668 .000 7 166.667 88.889 586.724 -185.662 418.668 .000 8 166.667 88.889 796.058 -185.662 418.668 .000 9 166.667 88.889 1005.392 -185.662 418.668 .000

PILE HEAD DEFLECTIONS

PILE X-ORD Y-ORD Z-ORD X-DEF Y-DEF Z-DEF 1 -3.000 3.000 .000 .1590E-02 .1070E-02 .1453E-02 2 .000 3.000 .000 .1590E-02 .1070E-02 .1703E-02 3 3.000 3.000 .000 .1590E-02 .1070E-02 .1952E-02 4 -3.000 .000 .000 .1590E-02 .1070E-02 .1077E-02 5 .000 .000 .000 .1590E-02 .1070E-02 .1326E-02 6 3.000 .000 .000 .1590E-02 .1070E-02 .1576E-02 7 -3.000 -3.000 .000 .1590E-02 .1070E-02 .7004E-03 8 .000 -3.000 .000 .1590E-02 .1070E-02 .9503E-03 9 3.000 -3.000 .000 .1590E-02 .1070E-02 .1200E-02

COORDINATES AND DEFLECTIONS OF LOAD POINTS

POINT X-ORD Y-ORD Z-ORD X-DEF Y-DEF Z-DEF 1 .000 .000 .000 .1590E-02 .1070E-02 .1326E-021 SNOWY MOUNTAINS ENGINEERING CORPORATION Program PILING Special Version **************************************************************************** Analysis of Structural Piling Systems Bridge Management System - Design Manual **************************************************************************** Tugas.plg 9:08 pm 10 May **


All Piles Load Case 1 Dead Load + Live Load + Torsion ***************************************************************************

MAXIMUM SOIL PRESSURES ....... s-t plane

Pile Surface Axis Pressure Ultimate Cu(clay) Type Soil Density No. Depth Distance Kp(sand) No. 1 3.00 3.00 53.67 216.00 24.000 CLAY 1 9.41 2 3.00 3.00 53.67 216.00 24.000 CLAY 1 9.41 3 3.00 3.00 53.67 216.00 24.000 CLAY 1 9.41 4 3.00 3.00 53.67 216.00 24.000 CLAY 1 9.41 5 3.00 3.00 53.67 216.00 24.000 CLAY 1 9.41 6 3.00 3.00 53.67 216.00 24.000 CLAY 1 9.41 7 3.00 3.00 53.67 216.00 24.000 CLAY 1 9.41 8 3.00 3.00 53.67 216.00 24.000 CLAY 1 9.41 9 3.00 3.00 53.67 216.00 24.000 CLAY 1 9.41

MAXIMUM SOIL PRESSURES ....... r-t plane

Pile Surface Axis Pressure Ultimate Cu(clay) Type Soil Density No. Depth Distance Kp(sand) No. 1 3.00 3.00 91.74 216.00 24.000 CLAY 1 9. 2 3.00 3.00 91.74 216.00 24.000 CLAY 1 9. 3 3.00 3.00 91.74 216.00 24.000 CLAY 1 9. 4 3.00 3.00 91.74 216.00 24.000 CLAY 1 9. 5 3.00 3.00 91.74 216.00 24.000 CLAY 1 9. 6 3.00 3.00 91.74 216.00 24.000 CLAY 1 9. 7 3.00 3.00 91.74 216.00 24.000 CLAY 1 9. 8 3.00 3.00 91.74 216.00 24.000 CLAY 1 9. 9 3.00 3.00 91.74 216.00 24.000 CLAY 1 9.1 Pile No. 2 Load Case 1 Dead Load + Live Load + Torsion **************************************************************************

SOIL AND PILE REACTIONS ....... s-t plane

Axis Lateral -------------- SOIL -------------- ------ PILE ------ Distance Displ Reaction Pressure Ultimate Type Shear Moment .00 .00106 .00 .00 216.00 CLAY 88.89 185.66 .75 .00095 3.60 5.99 216.00 CLAY 85.29 119.00 1.50 .00081 6.52 10.87 216.00 CLAY 78.77 55.03 2.25 .00066 7.27 12.12 216.00 CLAY 71.50 -4.05 3.00 .00052 32.20# 53.67 216.00 CLAY 39.30 -57.67 3.75 .00038 23.68 39.46 540.00 CLAY 15.62 -87.15 4.50 .00026 16.33 27.22 540.00 CLAY -.71 -98.86 5.25 .00017 10.34 17.23 540.00 CLAY -11.05 -98.32 6.00 .00009 5.70 9.50 540.00 CLAY -16.75 -90.04 6.75 .00004 2.31 3.85 540.00 CLAY -19.06 -77.47 7.50 .00000 -.00 -.01 540.00 CLAY -19.06 -63.18 8.25 -.00002 -1.44 -2.39 540.00 CLAY -17.62 -48.88 9.00 -.00003 -2.18 -3.64 540.00 CLAY -15.44 -35.67 9.75 -.00004 -2.43 -4.04 540.00 CLAY -13.01 -24.09 10.50 -.00004 -3.87 -6.44 1293.76 SAND -9.15 -14.33 11.25 -.00003 -3.36 -5.60 1393.14 SAND -5.79 -7.47 12.00 -.00003 -2.67 -4.46 1492.53 SAND -3.11 -3.13 12.75 -.00002 -1.91 -3.18 1591.91 SAND -1.21 -.79 13.50 -.00001 -1.12 -1.86 1691.30 SAND -.09 .11 14.25 -.00000 -.32 -.54 1790.68 SAND .23 .18 15.00 .00000 .23 .78 1890.07 SAND .00 .00

SOIL AND PILE REACTIONS ....... r-t plane

Axis Lateral -------------- SOIL -------------- ------ PILE ------ Distance Displ Reaction Pressure Ultimate Type Shear Moment .00 .00158 .00 .00 216.00 CLAY 166.67 418.67 .75 .00148 5.59 9.31 216.00 CLAY 161.08 293.67 1.50 .00131 10.49 17.49 216.00 CLAY 150.59 172.86 2.25 .00110 12.06 20.10 216.00 CLAY 138.52 59.92 3.00 .00088 55.04# 91.74 216.00 CLAY 83.48 -43.97 3.75 .00067 41.81 69.68 540.00 CLAY 41.67 -106.58 4.50 .00048 29.99 49.99 540.00 CLAY 11.68 -137.84 5.25 .00032 20.05 33.41 540.00 CLAY -8.37 -146.60 6.00 .00019 12.12 20.20 540.00 CLAY -20.49 -140.32 6.75 .00010 6.12 10.21 540.00 CLAY -26.61 -124.95 7.50 .00003 1.86 3.11 540.00 CLAY -28.48 -105.00 8.25 -.00001 -.93 -1.55 540.00 CLAY -27.54 -83.64 9.00 -.00004 -2.56 -4.26 540.00 CLAY -24.99 -62.98 9.75 -.00005 -3.30 -5.50 540.00 CLAY -21.69 -44.24 10.50 -.00005 -5.68 -9.46 1293.76 SAND -16.01 -27.98 11.25 -.00005 -5.21 -8.68 1393.14 SAND -10.80 -15.97 12.00 -.00004 -4.35 -7.26 1492.53 SAND -6.45 -7.87 12.75 -.00003 -3.31 -5.51 1591.91 SAND -3.14 -3.03 13.50 -.00002 -2.18 -3.63 1691.30 SAND -.96 -.67 14.25 -.00001 -1.03 -1.71 1790.68 SAND .06 .05 15.00 .00000 .06 .21 1890.07 SAND .00 .001 Pile No. 5 Load Case 1 Dead Load + Live Load + Torsion **************************************************************************




Axis Lateral -------------- SOIL -------------- ------ PILE ------ Distance Displ Reaction Pressure Ultimate Type Shear Moment .00 .00158 .00 .00 216.00 CLAY 166.67 418.67 .75 .00148 5.59 9.31 216.00 CLAY 161.08 293.67 1.50 .00131 10.49 17.49 216.00 CLAY 150.59 172.86 2.25 .00110 12.06 20.10 216.00 CLAY 138.52 59.92 3.00 .00088 55.04# 91.74 216.00 CLAY 83.48 -43.97 3.75 .00067 41.81 69.68 540.00 CLAY 41.67 -106.58 4.50 .00048 29.99 49.99 540.00 CLAY 11.68 -137.84 5.25 .00032 20.05 33.41 540.00 CLAY -8.37 -146.60 6.00 .00019 12.12 20.20 540.00 CLAY -20.49 -140.32 6.75 .00010 6.12 10.21 540.00 CLAY -26.61 -124.95 7.50 .00003 1.86 3.11 540.00 CLAY -28.48 -105.00 8.25 -.00001 -.93 -1.55 540.00 CLAY -27.54 -83.64 9.00 -.00004 -2.56 -4.26 540.00 CLAY -24.99 -62.98 9.75 -.00005 -3.30 -5.50 540.00 CLAY -21.69 -44.24 10.50 -.00005 -5.68 -9.46 1293.76 SAND -16.01 -27.98 11.25 -.00005 -5.21 -8.68 1393.14 SAND -10.80 -15.97 12.00 -.00004 -4.35 -7.26 1492.53 SAND -6.45 -7.87 12.75 -.00003 -3.31 -5.51 1591.91 SAND -3.14 -3.03 13.50 -.00002 -2.18 -3.63 1691.30 SAND -.96 -.67 14.25 -.00001 -1.03 -1.71 1790.68 SAND .06 .05 15.00 .00000 .06 .21 1890.07 SAND .00 .001 Pile No. 8 Load Case 1 Dead Load + Live Load + Torsion **************************************************************************




Axis Lateral -------------- SOIL -------------- ------ PILE ------ Distance Displ Reaction Pressure Ultimate Type Shear Moment .00 .00158 .00 .00 216.00 CLAY 166.67 418.67 .75 .00148 5.59 9.31 216.00 CLAY 161.08 293.67 1.50 .00131 10.49 17.49 216.00 CLAY 150.59 172.86 2.25 .00110 12.06 20.10 216.00 CLAY 138.52 59.92 3.00 .00088 55.04# 91.74 216.00 CLAY 83.48 -43.97 3.75 .00067 41.81 69.68 540.00 CLAY 41.67 -106.58 4.50 .00048 29.99 49.99 540.00 CLAY 11.68 -137.84 5.25 .00032 20.05 33.41 540.00 CLAY -8.37 -146.60 6.00 .00019 12.12 20.20 540.00 CLAY -20.49 -140.32 6.75 .00010 6.12 10.21 540.00 CLAY -26.61 -124.95 7.50 .00003 1.86 3.11 540.00 CLAY -28.48 -105.00 8.25 -.00001 -.93 -1.55 540.00 CLAY -27.54 -83.64 9.00 -.00004 -2.56 -4.26 540.00 CLAY -24.99 -62.98 9.75 -.00005 -3.30 -5.50 540.00 CLAY -21.69 -44.24 10.50 -.00005 -5.68 -9.46 1293.76 SAND -16.01 -27.98 11.25 -.00005 -5.21 -8.68 1393.14 SAND -10.80 -15.97 12.00 -.00004 -4.35 -7.26 1492.53 SAND -6.45 -7.87 12.75 -.00003 -3.31 -5.51 1591.91 SAND -3.14 -3.03 13.50 -.00002 -2.18 -3.63 1691.30 SAND -.96 -.67 14.25 -.00001 -1.03 -1.71 1790.68 SAND .06 .05 15.00 .00000 .06 .21 1890.07 SAND .00 .00

TUGAS 2REKAYASA PONDASI

Dosen:Masyhur Irsyam

Disusun oleh:Reza Fauzi15006100

PROGRAM STUDI TEKNIK SIPILFAKULTAS TEKNIK SIPIL DAN LINGKUNGANINSTITUT TEKNOLOGI BANDUNG2009

tugas rekpon2

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