1 files changed, 0 insertions, 116 deletions
diff --git a/Testing_the_interface/chapter4_1.ipynb b/Testing_the_interface/chapter4_1.ipynb
deleted file mode 100755
index e9b7e3e0..00000000
--- a/Testing_the_interface/chapter4_1.ipynb
+++ /dev/null
@@ -1,116 +0,0 @@
-{
- "metadata": {
-  "name": ""
- },
- "nbformat": 3,
- "nbformat_minor": 0,
- "worksheets": [
-  {
-   "cells": [
-    {
-     "cell_type": "heading",
-     "level": 1,
-     "metadata": {},
-     "source": [
-      "Chapter 4: Shear Forces and Bending Moments"
-     ]
-    },
-    {
-     "cell_type": "heading",
-     "level": 2,
-     "metadata": {},
-     "source": [
-      "Example 4.3, page no. 275"
-     ]
-    },
-    {
-     "cell_type": "code",
-     "collapsed": false,
-     "input": [
-      "\"\"\"\n",
-      "Finding shear force V and bending movement M at cross section D located 115 ft from left-hand behind support\n",
-      "\"\"\"\n",
-      "\n",
-      "import math\n",
-      "\n",
-      "#initialisation\n",
-      "\n",
-      "q = 0.2                     # Uniform load intensity in K/ft\n",
-      "P = 14                      # Concentrated load in k\n",
-      "Ra = 11                     # Reaction at A from wquation of equilibrium\n",
-      "Rb = 9                      # Reaction at B from wquation of equilibrium\n",
-      "\n",
-      "#calculation\n",
-      "V = 11 - 14 - (0.2*15)      # shear force in k\n",
-      "\n",
-      "print \"Shear force at section D\", V, \"k\"\n",
-      "M = (11*15)-(14*6)-(0.2*15*7.5)             # Bending moment in K-ft\n",
-      "print \"Bending moment at section D\", M, \"k-ft\"\n",
-      "V1 = -9+(0.2*15)                            # Shear firce from alternative method in k\n",
-      "M1 = (9*9)-(0.2*7.5*15)                     # Bending moment from alternative method in k-ft"
-     ],
-     "language": "python",
-     "metadata": {},
-     "outputs": [
-      {
-       "output_type": "stream",
-       "stream": "stdout",
-       "text": [
-        "Shear force at section D -6.0 k\n",
-        "Bending moment at section D 58.5 k-ft\n"
-       ]
-      }
-     ],
-     "prompt_number": 1
-    },
-    {
-     "cell_type": "heading",
-     "level": 2,
-     "metadata": {},
-     "source": [
-      "Example 4.7"
-     ]
-    },
-    {
-     "cell_type": "code",
-     "collapsed": false,
-     "input": [
-      "\"\"\"\n",
-      "Shear force and bending moments\n",
-      "\"\"\"\n",
-      "\n",
-      "import math \n",
-      "\n",
-      "#initialisation\n",
-      "\n",
-      "q = 1                   # Uniform load intensity in k/ft\n",
-      "M0 = 12                 # Couple in k-ft\n",
-      "Rb = 5.25               # Reaction at B in k\n",
-      "Rc = 1.25               # Reaction at C in k\n",
-      "b = 4                   # Length of section AB in ft\n",
-      "\n",
-      "#calculation\n",
-      "\n",
-      "Mb = -(q*(b**2))/2      # Moment acting at B\n",
-      "\n",
-      "#Result\n",
-      "print \"Bending moment at B\", Mb, \"k-ft\""
-     ],
-     "language": "python",
-     "metadata": {},
-     "outputs": [
-      {
-       "output_type": "stream",
-       "stream": "stdout",
-       "text": [
-        "Bending moment at B -8 k-ft\n"
-       ]
-      }
-     ],
-     "prompt_number": 2
-    }
-   ],
-   "metadata": {}
-  }
- ]
-}
-\ No newline at end of file