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author | Trupti Kini | 2016-07-21 23:30:29 +0600 |
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committer | Trupti Kini | 2016-07-21 23:30:29 +0600 |
commit | 24bacaeb1dce549cc35f820f7800e0d9ca9defb9 (patch) | |
tree | ba11d2d322e6cdacd4e2b8ed573ef56bb1bd1216 /sample_notebooks/AdityaR | |
parent | d60e20de7489eb21a2964bbcfb3e32bd20057691 (diff) | |
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Added(A)/Deleted(D) following books
A sample_notebooks/AdityaR/Chapter_5.ipynb
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-rw-r--r-- | sample_notebooks/AdityaR/Chapter_5.ipynb | 289 |
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diff --git a/sample_notebooks/AdityaR/Chapter_5.ipynb b/sample_notebooks/AdityaR/Chapter_5.ipynb new file mode 100644 index 00000000..919e4216 --- /dev/null +++ b/sample_notebooks/AdityaR/Chapter_5.ipynb @@ -0,0 +1,289 @@ +{ + "cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Chapter 5 General Case of Forces in a plane" + ] + }, + { + "cell_type": "code", + "execution_count": null, + "metadata": { + "collapsed": true + }, + "outputs": [], + "source": [ + "##Example 5.2 Equations of equilibrium" + ] + }, + { + "cell_type": "code", + "execution_count": 1, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + "The reaction at P is 5656.85424949238 N\n", + "The reaction at Q is 4000.0 N\n" + ] + } + ], + "source": [ + "import math\n", + "\n", + "#Initialization of Variables\n", + "W=2000 #N\n", + "Lab=2 #m #length of the member from the vertical to the 1st load of 2000 N\n", + "Lac=5 #m #length of the member from the vertical to the 2nd load of 2000 N\n", + "Lpq=3.5 #m\n", + "\n", + "#Calculations\n", + "Rq=((W*Lab)+(W*Lac))/Lpq #N #take moment abt. pt P\n", + "Xp=Rq #N #sum Fx=0\n", + "Yp=2*W #N #sum Fy=0\n", + "Rp=math.sqrt(Xp**2+Yp**2) #N\n", + "\n", + "#Resuts\n", + "print('The reaction at P is' ,Rp ,'N')\n", + "print('The reaction at Q is ',Rq ,'N')" + ] + }, + { + "cell_type": "code", + "execution_count": null, + "metadata": { + "collapsed": true + }, + "outputs": [], + "source": [ + "##Example 5.3 Equations of equilibrium" + ] + }, + { + "cell_type": "code", + "execution_count": 8, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + "The reaction at A i.e Ra is [[ 120.27406887]] N\n", + "The reaction at B i.e Rb is [[ 35.13703443]] N\n", + "The required tension in the string is [[ 40.57275258]] N\n" + ] + } + ], + "source": [ + "import math,numpy\n", + "#Initilization of vaiables\n", + "W=25 #N # self weight of the ladder\n", + "M=75 #N # weight of the man standing o the ladder\n", + "theta=63.43 #degree # angle which the ladder makes with the horizontal\n", + "alpha=30 #degree # angle made by the string with the horizontal\n", + "Loa=2 #m # spacing between the wall and the ladder\n", + "Lob=4 #m #length from the horizontal to the top of the ladder touching the wall(vertical)\n", + "\n", + "#Calculations\n", + "#Using matrix to solve the simultaneous eqn's 3 & 4\n", + "A=numpy.matrix('2 -4; 1 -0.577')\n", + "B=numpy.matrix('100;100')\n", + "C=numpy.linalg.inv(A)*B\n", + "\n", + "#Results\n", + "print('The reaction at A i.e Ra is ',C[0] ,'N')\n", + "print('The reaction at B i.e Rb is ',C[1] ,'N')\n", + "\n", + "#Calculations\n", + "T=C[1]/math.cos(math.radians(alpha)) #N # from (eqn 1)\n", + "\n", + "#Results\n", + "print('The required tension in the string is ',T, 'N')" + ] + }, + { + "cell_type": "code", + "execution_count": null, + "metadata": { + "collapsed": true + }, + "outputs": [], + "source": [ + "##Example 5.4 Equations of Equilibrium" + ] + }, + { + "cell_type": "code", + "execution_count": 9, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + "The reaction at B i.e Rb is 25.0 N\n", + "The horizontal reaction at A i.e Xa is 21.650635094610966 N\n", + "The vertical reaction at A i.e Ya is 112.5 N\n" + ] + } + ], + "source": [ + "import math\n", + "#Initilization of variables\n", + "W=100 #N\n", + "theta=60 #degree angle made by the ladder with the horizontal\n", + "alpha=30 #degree angle made by the ladder with the vertical wall\n", + "Lob=4 #m length from the horizontal to the top of the ladder touching the wall(vertical)\n", + "Lcd=2 #m length from the horizontal to the centre of the ladder where the man stands\n", + "\n", + "#Calculations\n", + "Lab=Lob*(1/math.cos(math.radians(alpha))) #m length of the ladder\n", + "Lad=Lcd*math.tan(math.radians(alpha)) #m\n", + "Rb=(W*Lad)/Lab #N take moment at A\n", + "Xa=Rb*math.sin(math.radians(theta)) #N From eq'n 1\n", + "Ya=W+Rb*math.cos(math.radians(theta)) #N From eq'n 2\n", + "\n", + "#Results\n", + "print('The reaction at B i.e Rb is ',Rb, 'N')\n", + "print('The horizontal reaction at A i.e Xa is ',Xa, 'N')\n", + "print('The vertical reaction at A i.e Ya is ',Ya,'N')\n" + ] + }, + { + "cell_type": "code", + "execution_count": null, + "metadata": { + "collapsed": true + }, + "outputs": [], + "source": [ + "##Example 5.5 Equations of Equilibrium" + ] + }, + { + "cell_type": "code", + "execution_count": 10, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + "The horizontal reaction at A i.e Xa is 28.867513459481287 N\n", + "The vertical reaction at A i.e Ya is 100 N\n", + "The reaction at B i.e Rb is 28.867513459481287 N\n" + ] + } + ], + "source": [ + "import math\n", + "#Initilization of variables\n", + "W=100 #N self weight of the man\n", + "alpha=30 #degree angle made by the ladder with the wall\n", + "Lob=4 #m length from the horizontal to the top of the ladder touching the wall(vertical)\n", + "Lcd=2 #m\n", + "\n", + "#Calculations\n", + "# using the equiblirium equations\n", + "Ya=W #N From eq'n 2\n", + "Lad=Lcd*math.tan(math.radians(alpha)) #m Lad is the distance fom pt A to the point where the line from the cg intersects the horizontal\n", + "Rb=(W*Lad)/Lob #N Taking sum of moment abt A\n", + "Xa=Rb #N From eq'n 1\n", + "\n", + "#Results\n", + "print('The horizontal reaction at A i.e Xa is ',Xa, 'N')\n", + "print('The vertical reaction at A i.e Ya is ',Ya,'N' )\n", + "print('The reaction at B i.e Rb is ',Rb ,'N')\n" + ] + }, + { + "cell_type": "code", + "execution_count": null, + "metadata": { + "collapsed": true + }, + "outputs": [], + "source": [ + "##Example 5.6 Equations of Equilibrium" + ] + }, + { + "cell_type": "code", + "execution_count": 12, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + "The horizontal reaction at A i.e Xa is 3.84 N\n", + "The vertical reaction at A i.e Ya is 7.12 N\n", + "Therefore the reaction at A i.e Ra is 8.089499366462674 N\n", + "The reaction at D i.e Rd is 4.8 N\n" + ] + } + ], + "source": [ + "import math\n", + "#Initilization of variables\n", + "d=0.09 #m diametre of the right circular cylinder\n", + "h=0.12 #m height of the cyinder\n", + "W=10 #N self weight of the bar\n", + "l=0.24 #m length of the bar\n", + "\n", + "#Calculations\n", + "theta=math.degrees(math.atan(h/d)) #angle which the bar makes with the horizontal\n", + "Lad=math.sqrt(d**2+h**2) #m Lad is the length of the bar from point A to point B\n", + "Rd=(W*h*(math.cos(theta*math.pi/180)))/Lad #N Taking moment at A\n", + "Xa=Rd*(math.sin(theta*math.pi/180)) #N sum Fx=0.... From eq'n 1\n", + "Ya=W-(Rd*(math.cos(theta*math.pi/180))) #N sum Fy=0..... From eq'n 2\n", + "Ra=math.sqrt(Xa**2+Ya**2) #resultant of Xa & Ya\n", + "\n", + "#Results\n", + "print('The horizontal reaction at A i.e Xa is ',Xa, 'N')\n", + "print('The vertical reaction at A i.e Ya is ',Ya, 'N')\n", + "print('Therefore the reaction at A i.e Ra is ',Ra,'N')\n", + "print('The reaction at D i.e Rd is ',Rd,'N')" + ] + } + ], + "metadata": { + "kernelspec": { + "display_name": "Python 3", + "language": "python", + "name": "python3" + }, + "language_info": { + "codemirror_mode": { + "name": "ipython", + "version": 3 + }, + "file_extension": ".py", + "mimetype": "text/x-python", + "name": "python", + "nbconvert_exporter": "python", + "pygments_lexer": "ipython3", + "version": "3.5.1" + }, + "widgets": { + "state": {}, + "version": "1.1.2" + } + }, + "nbformat": 4, + "nbformat_minor": 0 +} |