2 files changed, 132 insertions, 122 deletions
diff --git a/Advanced_Strength_and_Applied_Elasticity/Chapter9.ipynb b/Advanced_Strength_and_Applied_Elasticity/Chapter9.ipynb
index 3d23ec50..ba3e1fe4 100755
--- a/Advanced_Strength_and_Applied_Elasticity/Chapter9.ipynb
+++ b/Advanced_Strength_and_Applied_Elasticity/Chapter9.ipynb
@@ -1,123 +1,123 @@
-{
- "metadata": {
-  "name": "",
-  "signature": "sha256:7853c3db6f4cd796ee2eb082e96153a72623c7508ac062b3bd0f06e348f02e54"
- },
- "nbformat": 3,
- "nbformat_minor": 0,
- "worksheets": [
-  {
-   "cells": [
-    {
-     "cell_type": "heading",
-     "level": 1,
-     "metadata": {},
-     "source": [
-      "Chapter9-Beams On Elastic Foundations"
-     ]
-    },
-    {
-     "cell_type": "heading",
-     "level": 1,
-     "metadata": {},
-     "source": [
-      "Ex1-pg273"
-     ]
-    },
-    {
-     "cell_type": "code",
-     "collapsed": false,
-     "input": [
-      "import math\n",
-      "#calculate length and maxi force per unit of length between beam & foundation \n",
-      "w=0.1 ##m\n",
-      "d=0.115 ##m\n",
-      "l=4. ##m\n",
-      "p=175. ##kN/m\n",
-      "k=14*10**6. ##Pa\n",
-      "E=200*10**9. ##Pa\n",
-      "I=(0.1*(0.15)**3.)\n",
-      "\n",
-      "##deltav=(p/2*k)*derivative(x)*beta*exp**(betax)*(cos beta(x)+sin beta(x))\n",
-      "##vA=(p/2k)*(2-exp**(betaa)*cos betaa - exp**(betab)*cos betab)\n",
-      "\n",
-      "beta=(k/(4.*E*I/12.))**(0.25)\n",
-      "print'%s %.2f %s'%(\"in meter inverse is= \",beta,\"\")\n",
-      "\n",
-      "vmax=(p*(2-(-0.0345)-(0.0345)))/(2*14000.)\n",
-      "print'%s %.2f %s'%(\"in meter is= \",vmax,\"\")\n",
-      "z=k*vmax\n",
-      "print'%s %.2f %s'%(\"maxi force per unit of length between beam & foundation in kN/m is= \",z,\"\")\n",
-      "\n",
-      "## Ans varies due to round of error\n"
-     ],
-     "language": "python",
-     "metadata": {},
-     "outputs": [
-      {
-       "output_type": "stream",
-       "stream": "stdout",
-       "text": [
-        "in meter inverse is=  0.89 \n",
-        "in meter is=  0.01 \n",
-        "maxi force per unit of length between beam & foundation in kN/m is=  175000.00 \n"
-       ]
-      }
-     ],
-     "prompt_number": 3
-    },
-    {
-     "cell_type": "heading",
-     "level": 2,
-     "metadata": {},
-     "source": [
-      "Ex4-pg279"
-     ]
-    },
-    {
-     "cell_type": "code",
-     "collapsed": false,
-     "input": [
-      "import math\n",
-      "#find foundation modulus of the equivalent continuous elastic support in Pa\n",
-      "a=1.5 ##m\n",
-      "E=206.8*10**9 ##Pa\n",
-      "K=10000. ##N/m\n",
-      "I=6*10**-6 ##m**4\n",
-      "P=6700 ##N\n",
-      "c=0.05\n",
-      "\n",
-      "k=K/a\n",
-      "print'%s %.2f %s'%(\"foundation modulus of the equivalent continuous elastic support in Pa is=\",k,\"\")\n",
-      "\n",
-      "beta=(k/(4.*E*I))**(1/4.)\n",
-      "print(beta)\n",
-      "\n",
-      "##sigmamax=(M*c/I)=(P*c/4*beta*I)\n",
-      "sigmamax=((P*c)/(4.*beta*I))\n",
-      "print'%s %.2f %s'%(\"in Pa is=\",sigmamax,\"\")\n",
-      "\n",
-      "vmax=(P*beta)/(2.*k)\n",
-      "print'%s %.2f %s'%(\"in meter is=\",vmax,\"\")\n"
-     ],
-     "language": "python",
-     "metadata": {},
-     "outputs": [
-      {
-       "output_type": "stream",
-       "stream": "stdout",
-       "text": [
-        "foundation modulus of the equivalent continuous elastic support in Pa is= 6666.67 \n",
-        "0.191441787744\n",
-        "in Pa is= 72911632.81 \n",
-        "in meter is= 0.10 \n"
-       ]
-      }
-     ],
-     "prompt_number": 1
-    }
-   ],
-   "metadata": {}
-  }
- ]
+{
+ "metadata": {
+  "name": "",
+  "signature": "sha256:e48bc7584793a78fba4a87aa7646e91c7da5350f8eff658edcbe9f4343b9ee57"
+ },
+ "nbformat": 3,
+ "nbformat_minor": 0,
+ "worksheets": [
+  {
+   "cells": [
+    {
+     "cell_type": "heading",
+     "level": 1,
+     "metadata": {},
+     "source": [
+      "Chapter9-Beams On Elastic Foundations"
+     ]
+    },
+    {
+     "cell_type": "heading",
+     "level": 2,
+     "metadata": {},
+     "source": [
+      "Ex1-pg273"
+     ]
+    },
+    {
+     "cell_type": "code",
+     "collapsed": false,
+     "input": [
+      "import math\n",
+      "#calculate length and maxi force per unit of length between beam & foundation \n",
+      "w=0.1 ##m\n",
+      "d=0.115 ##m\n",
+      "l=4. ##m\n",
+      "p=175. ##kN/m\n",
+      "k=14*10**6. ##Pa\n",
+      "E=200*10**9. ##Pa\n",
+      "I=(0.1*(0.15)**3.)\n",
+      "\n",
+      "##deltav=(p/2*k)*derivative(x)*beta*exp**(betax)*(cos beta(x)+sin beta(x))\n",
+      "##vA=(p/2k)*(2-exp**(betaa)*cos betaa - exp**(betab)*cos betab)\n",
+      "\n",
+      "beta=(k/(4.*E*I/12.))**(0.25)\n",
+      "print'%s %.2f %s'%(\"in meter inverse is= \",beta,\"\")\n",
+      "\n",
+      "vmax=(p*(2-(-0.0345)-(0.0345)))/(2*14000.)\n",
+      "print'%s %.2f %s'%(\"in meter is= \",vmax,\"\")\n",
+      "z=k*vmax\n",
+      "print'%s %.2f %s'%(\"maxi force per unit of length between beam & foundation in kN/m is= \",z,\"\")\n",
+      "\n",
+      "## Ans varies due to round of error\n"
+     ],
+     "language": "python",
+     "metadata": {},
+     "outputs": [
+      {
+       "output_type": "stream",
+       "stream": "stdout",
+       "text": [
+        "in meter inverse is=  0.89 \n",
+        "in meter is=  0.01 \n",
+        "maxi force per unit of length between beam & foundation in kN/m is=  175000.00 \n"
+       ]
+      }
+     ],
+     "prompt_number": 3
+    },
+    {
+     "cell_type": "heading",
+     "level": 2,
+     "metadata": {},
+     "source": [
+      "Ex4-pg279"
+     ]
+    },
+    {
+     "cell_type": "code",
+     "collapsed": false,
+     "input": [
+      "import math\n",
+      "#find foundation modulus of the equivalent continuous elastic support in Pa\n",
+      "a=1.5 ##m\n",
+      "E=206.8*10**9 ##Pa\n",
+      "K=10000. ##N/m\n",
+      "I=6*10**-6 ##m**4\n",
+      "P=6700 ##N\n",
+      "c=0.05\n",
+      "\n",
+      "k=K/a\n",
+      "print'%s %.2f %s'%(\"foundation modulus of the equivalent continuous elastic support in Pa is=\",k,\"\")\n",
+      "\n",
+      "beta=(k/(4.*E*I))**(1/4.)\n",
+      "print(beta)\n",
+      "\n",
+      "##sigmamax=(M*c/I)=(P*c/4*beta*I)\n",
+      "sigmamax=((P*c)/(4.*beta*I))\n",
+      "print'%s %.2f %s'%(\"in Pa is=\",sigmamax,\"\")\n",
+      "\n",
+      "vmax=(P*beta)/(2.*k)\n",
+      "print'%s %.2f %s'%(\"in meter is=\",vmax,\"\")\n"
+     ],
+     "language": "python",
+     "metadata": {},
+     "outputs": [
+      {
+       "output_type": "stream",
+       "stream": "stdout",
+       "text": [
+        "foundation modulus of the equivalent continuous elastic support in Pa is= 6666.67 \n",
+        "0.191441787744\n",
+        "in Pa is= 72911632.81 \n",
+        "in meter is= 0.10 \n"
+       ]
+      }
+     ],
+     "prompt_number": 1
+    }
+   ],
+   "metadata": {}
+  }
+ ]
 }
 \ No newline at end of file
diff --git a/Advanced_Strength_and_Applied_Elasticity/README.txt b/Advanced_Strength_and_Applied_Elasticity/README.txt
new file mode 100755
index 00000000..d6a392b5
--- /dev/null
+++ b/Advanced_Strength_and_Applied_Elasticity/README.txt
@@ -0,0 +1,10 @@
+Contributed By: harish sahu
+Course: btech
+College/Institute/Organization: iitbombay
+Department/Designation: chemical engineering
+Book Title: Advanced Strength and Applied Elasticity
+Author: A. C. Ugural and S. K. Fenster
+Publisher: Prentice Hall
+Year of publication: 1981
+Isbn: 0713134364
+Edition: 2
+\ No newline at end of file