diff --git a/examples/bending-moment.ipynb b/examples/bending-moment.ipynb
deleted file mode 100644
index c38d63e..0000000
--- a/examples/bending-moment.ipynb
+++ /dev/null
@@ -1,93 +0,0 @@
-{
- "cells": [
-  {
-   "cell_type": "code",
-   "execution_count": 7,
-   "metadata": {
-    "dotnet_interactive": {
-     "language": "fsharp"
-    },
-    "polyglot_notebook": {
-     "kernelName": "fsharp"
-    },
-    "vscode": {
-     "languageId": "polyglot-notebook"
-    }
-   },
-   "outputs": [
-    {
-     "name": "stdout",
-     "output_type": "stream",
-     "text": [
-      "z_bal: 123.00 mm\n"
-     ]
-    }
-   ],
-   "source": [
-    "open FSharp.Data.UnitSystems.SI.UnitSymbols\n",
-    "\n",
-    "[<Measure>]\n",
-    "type mm\n",
-    "\n",
-    "// 1. Define partial safety factors.\n",
-    "let γ_c = 1.5\n",
-    "let γ_s = 1.15\n",
-    "\n",
-    "// 2. Factors to account for long-term effects on concrete.\n",
-    "let α_cc = 0.85\n",
-    "let α_ct = 1.0\n",
-    "\n",
-    "// 3. Selected concrete strength.\n",
-    "let fck = 25.0<N / mm^2>\n",
-    "\n",
-    "// 4. Ultimate concrete design stress.\n",
-    "let fcd = α_cc * fck / 1.5\n",
-    "\n",
-    "// 5. Concrete strain limits.\n",
-    "let εc2 = 0.002\n",
-    "let εcu2 = 0.0035\n",
-    "\n",
-    "// 6. Rebar steel strength.\n",
-    "let fyk = 500.0<N / mm^2>\n",
-    "\n",
-    "// 7. Rebar steel modulus.\n",
-    "let Es = 200_000.0<N / mm^2>\n",
-    "\n",
-    "// 8. Rebar design yield strain.\n",
-    "let εy = fyk / (γ_s * Es)\n",
-    "\n",
-    "// 9. Equation to calculate neutral axis, x.\n",
-    "let x εst εcu2 (d: float<mm>) = d / (1.0 + (εst / εcu2))\n",
-    "let x_partial = x 0.00217 0.0035\n",
-    "\n",
-    "// 10. Stress block reduced to 0.8x depth.\n",
-    "let s d = (x_partial d) * 0.8\n",
-    "\n",
-    "// 11. Calculate concrete compressive force.\n",
-    "let Fcc d (b: float<mm>) = fcd * (s d) * b\n",
-    "\n",
-    "// 12. Calculate moment.\n",
-    "let z d = d - (s d / 2.0)\n",
-    "let M d b = (Fcc d b) * (z d)\n",
-    "\n",
-    "// 13. Calculate area of steel.\n",
-    "let As d b = (M d b) / (0.87 * fyk * (z d))\n",
-    "\n",
-    "M 440.0<mm> 260.0<mm> / 10E6\n",
-    "As 440.0<mm> 260.0<mm>\n",
-    "\n",
-    "let x_limit = 0.45\n",
-    "let z_bal (d: float<mm>) = d - (0.8 * x_limit * d) / 2.0\n",
-    "\n",
-    "printfn $\"z_bal: %.2f{z_bal 150.0<mm>} mm\""
-   ]
-  }
- ],
- "metadata": {
-  "language_info": {
-   "name": "csharp"
-  }
- },
- "nbformat": 4,
- "nbformat_minor": 2
-}