From 79c59acc7af08ede23167b8455de4b716f77601f Mon Sep 17 00:00:00 2001
From: hardythe1
Date: Thu, 11 Jun 2015 17:31:11 +0530
Subject: add books
---
.../Chapter9.ipynb | 244 ++++++++++-----------
.../README.txt | 10 +
2 files changed, 132 insertions(+), 122 deletions(-)
create mode 100755 Advanced_Strength_and_Applied_Elasticity/README.txt
(limited to 'Advanced_Strength_and_Applied_Elasticity')
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
--
cgit