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   "source": [
    "(Support Pile Results Example)=\n",
    "# Pile Result Script Examples"
   ]
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   "source": [
    "Download the [SupportResults.fez](https://github.com/Rocscience/rs2-scripting/blob/main/docs/example_code/example_models/SupportResults.fez) for this example."
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     "text": [
      "Stage 1 Pile Results\n",
      "\n",
      "\tPile Unique ID = Pile0\n",
      "\tJoint Result for Pile with ID Pile0:\n",
      "\n",
      "\t\tJoint Unique ID = Pile0\n",
      "\t\tJoint Element Results:\n",
      "\n",
      "\t\tStart X-Coord = 9.00086957359009, Start Y-Coord = 11.5846033227529, End X-Coord = 9.00086957359009, End Y-Coord = 7.79916982912479\n",
      "\t\tDistance = 1.8927167468140547, Normal Stress = -0.92443, Shear Stress = 0.28125, Confining Stress = 1021.4\n",
      "\t\tNormal Displacement = -4.6221e-05, Shear Displacement = 0.00010601666666666666, Yielded = False\n",
      "\n",
      "\tLiner Result for Pile with ID Pile0:\n",
      "\n",
      "\t\tLiner Unique ID = Pile0\n",
      "\t\tLiner Element Results:\n",
      "\n",
      "\t\tComposite Layer = 2147483647, Node Start = 18, Node End = 6\n",
      "\t\tStart X-Coord = 9.00086957359009, Start Y-Coord = 11.5846033227529, End X-Coord = 9.00086957359009, End Y-Coord = 7.79916982912479\n",
      "\t\tDistance = 1.8927167468140547, Axial Force 1 = 4.7223, Axial Force-Mid = 4.1487\n",
      "\tAxial Force 2 = 3.5751, Moment 1 = 2.2078, Moment-Mid = 2.2078\n",
      "\tMoment 2 = 2.2078, Shear Force = -3.4994, Shear Force-Mid = -6.8834e-15\n",
      "\tShear Force 2 = 3.4994, Displacement Total 1 = 0.0005066427731646825, Displacement Total - Mid = 0.0004672696088983318\n",
      "\tDisplacement Total 2 = 0.00043808455422326867, Displacement X 1 = 0.00027064, Displacement X-Mid = 0.00018693\n",
      "\tDisplacement X2 = 9.2443e-05, Displacement Y1 = -0.0004283, Displacement Y-Mid = -0.00042825\n",
      "\tDisplacement Y2 = -0.00042822, Axial Symmetry Force 1 = None, Axial Symmetry Force-Mid = None\n",
      "\tAxial Symmetry Force2 = None, Axial Symmetry Moment 1 = None, Axial Symmetry Moment-Mid = None\n",
      "\tAxial Symmetry Moment2 = None, Beam Yield = False, Temperature 1 = 0.0\n",
      "\tTemperature-Mid = 0.0, Temperature 2 = 0.0\n",
      "\n",
      "Stage 2 Pile Results\n",
      "\n",
      "\tPile Unique ID = Pile0\n",
      "\tJoint Result for Pile with ID Pile0:\n",
      "\n",
      "\t\tJoint Unique ID = Pile0\n",
      "\t\tJoint Element Results:\n",
      "\n",
      "\t\tStart X-Coord = 9.00086957359009, Start Y-Coord = 11.5846033227529, End X-Coord = 9.00086957359009, End Y-Coord = 7.79916982912479\n",
      "\t\tDistance = 1.8927167468140547, Normal Stress = -0.69699, Shear Stress = 0.12483, Confining Stress = 930.99\n",
      "\t\tNormal Displacement = -3.484973333333334e-05, Shear Displacement = 6.241666666666667e-05, Yielded = False\n",
      "\n",
      "\tLiner Result for Pile with ID Pile0:\n",
      "\n",
      "\t\tLiner Unique ID = Pile0\n",
      "\t\tLiner Element Results:\n",
      "\n",
      "\t\tComposite Layer = 2147483647, Node Start = 18, Node End = 6\n",
      "\t\tStart X-Coord = 9.00086957359009, Start Y-Coord = 11.5846033227529, End X-Coord = 9.00086957359009, End Y-Coord = 7.79916982912479\n",
      "\t\tDistance = 1.8927167468140547, Axial Force 1 = -2.4216, Axial Force-Mid = -2.8941\n",
      "\tAxial Force 2 = -3.3667, Moment 1 = 1.6646, Moment-Mid = 1.6646\n",
      "\tMoment 2 = 1.6646, Shear Force = -2.6384, Shear Force-Mid = -4.996e-15\n",
      "\tShear Force 2 = 2.6384, Displacement Total 1 = 0.0005836992266932003, Displacement Total - Mid = 0.0005845855236866545\n",
      "\tDisplacement Total 2 = 0.000587707600938596, Displacement X 1 = -9.6168e-06, Displacement X-Mid = 3.4102e-05\n",
      "\tDisplacement X2 = 6.9699e-05, Displacement Y1 = 0.00058362, Displacement Y-Mid = 0.00058359\n",
      "\tDisplacement Y2 = 0.00058356, Axial Symmetry Force 1 = None, Axial Symmetry Force-Mid = None\n",
      "\tAxial Symmetry Force2 = None, Axial Symmetry Moment 1 = None, Axial Symmetry Moment-Mid = None\n",
      "\tAxial Symmetry Moment2 = None, Beam Yield = False, Temperature 1 = 0.0\n",
      "\tTemperature-Mid = 0.0, Temperature 2 = 0.0\n",
      "\n"
     ]
    }
   ],
   "source": [
    "from rs2.interpreter.RS2Interpreter import RS2Interpreter\n",
    "import os\n",
    "\n",
    "def OutputJointResult(singleJointResult):\n",
    "    jointID = singleJointResult.entity_id\n",
    "    print(f\"\\t\\tJoint Unique ID = {jointID}\")\n",
    "    joint_element_results = singleJointResult.joint_element_results\n",
    "    print(\"\\t\\tJoint Element Results:\\n\")\n",
    "    for jointResult in joint_element_results:\n",
    "        start_x = jointResult.start_x\n",
    "        start_y = jointResult.start_y\n",
    "        end_x = jointResult.end_x\n",
    "        end_y = jointResult.end_y\n",
    "        distance = jointResult.distance\n",
    "        normal_stress = jointResult.normal_stress\n",
    "        shear_stress = jointResult.shear_stress\n",
    "        confining_stress = jointResult.confining_stress\n",
    "        normal_displacement = jointResult.normal_displacement\n",
    "        shear_displacement = jointResult.shear_displacement\n",
    "        yieldedStatus = jointResult.yielded\n",
    "        print(f\"\\t\\tStart X-Coord = {start_x}, Start Y-Coord = {start_y}, End X-Coord = {end_x}, End Y-Coord = {end_y}\")\n",
    "        print(f\"\\t\\tDistance = {distance}, Normal Stress = {normal_stress}, Shear Stress = {shear_stress}, Confining Stress = {confining_stress}\")\n",
    "        print(f\"\\t\\tNormal Displacement = {normal_displacement}, Shear Displacement = {shear_displacement}, Yielded = {yieldedStatus}\\n\")\n",
    "\n",
    "def OutputLinerResult(singleLinerResult):\n",
    "    linerID = singleLinerResult.entity_id\n",
    "    print(f\"\\t\\tLiner Unique ID = {linerID}\")\n",
    "    liner_element_results = singleLinerResult.liner_element_results\n",
    "    print(\"\\t\\tLiner Element Results:\\n\")\n",
    "    for linerResult in liner_element_results:\n",
    "        composite_layer = linerResult.composite_layer\n",
    "        node_start = linerResult.node_start\n",
    "        node_end = linerResult.node_end\n",
    "        start_x = linerResult.start_x\n",
    "        start_y = linerResult.start_y\n",
    "        end_x = linerResult.end_x\n",
    "        end_y = linerResult.end_y\n",
    "        distance = linerResult.distance\n",
    "        axial_force1 = linerResult.axial_force1\n",
    "        axial_force_mid = linerResult.axial_force_mid\n",
    "        axial_force2 = linerResult.axial_force2\n",
    "        moment1 = linerResult.moment1\n",
    "        moment_mid = linerResult.moment_mid\n",
    "        moment2 = linerResult.moment2\n",
    "        shear_force1 = linerResult.shear_force1\n",
    "        shear_force_mid = linerResult.shear_force_mid\n",
    "        shear_force2 = linerResult.shear_force2\n",
    "        displacement_total1 = linerResult.displacement_total1\n",
    "        displacement_total_mid = linerResult.displacement_total_mid\n",
    "        displacement_total2 = linerResult.displacement_total2\n",
    "        displacement_x1 = linerResult.displacement_x1\n",
    "        displacement_x_mid = linerResult.displacement_x_mid\n",
    "        displacement_x2 = linerResult.displacement_x2\n",
    "        displacement_y1 = linerResult.displacement_y1\n",
    "        displacement_y_mid = linerResult.displacement_y_mid\n",
    "        displacement_y2 = linerResult.displacement_y2\n",
    "        axi_sym_force1 = linerResult.axi_sym_force1\n",
    "        axi_sym_force_mid = linerResult.axi_sym_force_mid\n",
    "        axi_sym_force2 = linerResult.axi_sym_force2\n",
    "        axi_sym_moment1 = linerResult.axi_sym_moment1\n",
    "        axi_sym_moment_mid = linerResult.axi_sym_moment_mid\n",
    "        axi_sym_moment2 = linerResult.axi_sym_moment2\n",
    "        beam_yield = linerResult.beam_yield\n",
    "        temperature1 = linerResult.temperature1\n",
    "        temperature_mid = linerResult.temperature_mid\n",
    "        temperature2 = linerResult.temperature2\n",
    "        print(f\"\\t\\tComposite Layer = {composite_layer}, Node Start = {node_start}, Node End = {node_end}\")\n",
    "        print(f\"\\t\\tStart X-Coord = {start_x}, Start Y-Coord = {start_y}, End X-Coord = {end_x}, End Y-Coord = {end_y}\")\n",
    "        print(f\"\\t\\tDistance = {distance}, Axial Force 1 = {axial_force1}, Axial Force-Mid = {axial_force_mid}\")\n",
    "        print(f\"\\tAxial Force 2 = {axial_force2}, Moment 1 = {moment1}, Moment-Mid = {moment_mid}\")\n",
    "        print(f\"\\tMoment 2 = {moment2}, Shear Force = {shear_force1}, Shear Force-Mid = {shear_force_mid}\")\n",
    "        print(f\"\\tShear Force 2 = {shear_force2}, Displacement Total 1 = {displacement_total1}, Displacement Total - Mid = {displacement_total_mid}\")\n",
    "        print(f\"\\tDisplacement Total 2 = {displacement_total2}, Displacement X 1 = {displacement_x1}, Displacement X-Mid = {displacement_x_mid}\")\n",
    "        print(f\"\\tDisplacement X2 = {displacement_x2}, Displacement Y1 = {displacement_y1}, Displacement Y-Mid = {displacement_y_mid}\")\n",
    "        print(f\"\\tDisplacement Y2 = {displacement_y2}, Axial Symmetry Force 1 = {axi_sym_force1}, Axial Symmetry Force-Mid = {axi_sym_force_mid}\")\n",
    "        print(f\"\\tAxial Symmetry Force2 = {axi_sym_force2}, Axial Symmetry Moment 1 = {axi_sym_moment1}, Axial Symmetry Moment-Mid = {axi_sym_moment_mid}\")\n",
    "        print(f\"\\tAxial Symmetry Moment2 = {axi_sym_moment2}, Beam Yield = {beam_yield}, Temperature 1 = {temperature1}\")\n",
    "        print(f\"\\tTemperature-Mid = {temperature_mid}, Temperature 2 = {temperature2}\\n\")\n",
    "\n",
    "RS2Interpreter.startApplication(port=60089)\n",
    "current_dir = os.path.dirname(os.path.abspath(\"\")) \n",
    "interpreter = RS2Interpreter(port=60089)\n",
    "model = interpreter.openFile(rf\"{current_dir}\\example_models\\SupportResults.fez\")\n",
    "\n",
    "stages = [1, 2]\n",
    "\n",
    "results = model.GetPileResults(stages)\n",
    "\n",
    "for stageNum, allPileResults in results.items():\n",
    "    print(f\"Stage {stageNum} Pile Results\\n\")\n",
    "    for singlePileResult in allPileResults:\n",
    "        pileID = singlePileResult.entity_id\n",
    "        print(f\"\\tPile Unique ID = {pileID}\")\n",
    "\n",
    "        joint_result = singlePileResult.joint_result\n",
    "        print(f\"\\tJoint Result for Pile with ID {pileID}:\\n\")\n",
    "        OutputJointResult(joint_result)\n",
    "\n",
    "        liner_result = singlePileResult.liner_result\n",
    "        print(f\"\\tLiner Result for Pile with ID {pileID}:\\n\")\n",
    "        OutputLinerResult(liner_result)\n",
    "\n",
    "model.close()\n",
    "\n",
    "interpreter.closeProgram()"
   ]
  }
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