{ "metadata": { "name": "", "signature": "sha256:9d1e9166de88fe3eb1d6e3a8314a0008a724880e49b28b719205780766e82e15" }, "nbformat": 3, "nbformat_minor": 0, "worksheets": [ { "cells": [ { "cell_type": "heading", "level": 1, "metadata": {}, "source": [ "Chapter No.4:Shearing Force And Bending Moment" ] }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.1,Page No.89" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "\n", "F_B=-10 #KN #Force at pt B\n", "F_D=-20 #KN #Force at pt D\n", "w_CB=5 #KN/m #u.d.l at CB\n", "w_AE=40 #KN/m #u.d.l at AE\n", "L_ED=L_CB=2 #m #Length of ED & CB\n", "L_CD=1 #m #Length of CD\n", "L_AE=3 #m #Length of AE\n", "L=8 #m #span of beam\n", "\n", "#Calculations\n", "\n", "#Shear Force Calculations\n", "\n", "#Shear Force at B\n", "V_B=F_B #KN\n", "\n", "#Shear Force at C\n", "V_C=F_B-(w_CB*L_CB)\n", "\n", "#Shear Force at D\n", "V_D1=V_C\n", "V_D2=V_C+F_D\n", "\n", "#Shear Force at E\n", "V_E=V_D2\n", "\n", "#Shear Force at A\n", "V_A=V_D-(w_AE*L_AE)\n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at B\n", "M_B=0\n", "\n", "#Bending Moment at C\n", "M_C=F_B*L_CB-w_CB*L_CB**2*2**-1\n", "\n", "#Bending Moment at D\n", "M_D=F_B*(L_CB+L_CD)-w_CB*L_CB*(L_CB*2**-1+L_CD)\n", "\n", "#Bending Moment at E\n", "M_E=F_B*(L_CB+L_CD+L_ED)-w_CB*L_CB*(L_CB*2**-1+L_CD+L_ED)+F_D*L_ED\n", "\n", "#Bending Moment at A\n", "M_A=F_B*L-w_CB*L_CB*(L_CB*2**-1+L_CD+L_ED+L_AE)+F_D*(L_AE+L_ED)-w_AE*(L_AE**2*2**-1)\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_CB,L_CB+L_DC,L_CB+L_DC,L_CB+L_DC+L_ED,L_CB+L_DC+L_ED+L_AE,L_CB+L_DC+L_ED+L_AE]\n", "Y1=[V_B,V_C,V_D1,V_D2,V_E,V_A,0]\n", "Z1=[0,0,0,0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "Y2=[M_B,M_C,M_D,M_E,M_A]\n", "X2=[0,L_CB,L_CB+L_DC,L_CB+L_DC+L_ED,L_CB+L_DC+L_ED+L_AE]\n", "Z2=[0,0,0,0,0]\n", "plt.plot(X2,Y2)\n", "plt.xlabel(\"Lenght in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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Xwk8/wYIFWqexbpWOkpo6dSpBQUGEh4ejKAp79+4lMjKSmzdv4i1z7IUQ9YCT\nk9q66NsXHnoInn5a60TWqUqjpE6cOMHRo0fR6XQMGDCAPlY8pEBuSQkh7te338KgQbBjBzS0bXQs\ntlptcXExFy9epKioyLxcSOfOnS2T0sKkYAghauLTTyEyEo4cAQ8PrdPUHYsUjPfee4/FixfTtm1b\n7O3tzcdPnTplmZQWJgVDCFFTH3wAq1apw21bttQ6Td2wSMFwc3Pj+PHjFW7Vam2kYAghLGHePPjq\nK4iLA0dHrdPUPouMkurcubN5eXNLee211+jVqxd+fn4MHTqUzMxM83PLli3Dw8MDT09P4uPjzceT\nk5Px9fXFw8ODuXPnWjSPEELcbeVKaNJEndgnv4OqKm1hPP3005w7d47Ro0ebh9fWdD+M3NxcXFxc\nAPWW11dffcXf/vY30tLSiIyM5MSJE5hMJoYNG4bRaESn0xEYGMiaNWsIDAwkNDSUOXPmMHLkyLI/\nkLQwhBAWkpur7tY3Ywa89JLWaWpXjfbDKNG5c2c6d+5MYWEhhYWF5g2UaqKkWIA6EfDBBx8EIDY2\nloiICBwdHXF1dcXd3Z2kpCS6dOlCbm4ugYGBAEybNo2YmJhyC4YQQliKiwvs3avuC+7uDmFhWifS\nVqUFY9GiRbVy4VdffZUtW7bQpEkTjh8/DkB2djZ9+/Y1n2MwGDCZTDg6OmK4Y6EXvV6PyWSqlVxC\nCHGnLl1g924YM0bdeKlXL60TaafCgjF37lxWr15NWDklVafTsWfPnnu+cUhICBcvXixzfOnSpYSF\nhbFkyRKWLFnC8uXLefHFF9m4ceN9xC/fnUUuODiY4IY2oFoIYVFBQbBmDYwdC0lJ0L691olqLiEh\ngYSEhGq9psKC8eSTTwLw8ssv31eYAwcOVOm8yMhIQkNDAbXlcGcHeFZWFgaDAb1eT1ZWVqnjer2+\nwvesrVaREKLhmjJF3eJ13DhISFA7xG3Z3b9ML168uNLXaLIfhtFoxOPXGTHvvfcex48fZ8uWLeZO\n7+PHj5s7vc+fP49OpyMoKIioqCgCAwMZPXq0dHoLIeqcosDUqVBcrK5wW58WKqzRPAxfX997vvHX\nX39938EmTpzI2bNnsbe3x83Njb/+9a+0bdsWUG9ZbdiwAQcHB1avXs2IESMAdVjt9OnTyc/PJzQ0\nlKioqAqzScEQQtSWggIYMgRCQqAKv5TbjBoVjIyMDACio6MB9RaVoihs3boVgBUrVlgwquVIwRBC\n1LZLl9QFY7+ZAAAUUElEQVSFCt98U21x1AcWment5+fHyZMnSx3z9/cnNTW15glrgRQMIURdOH1a\nbWnExED//lqnqTmLzPRWFIUjR46Yvz969Kh8IAshGjwfH9i0CSZOhF9vyNR7lbYwkpOTmTFjBv/7\n3/8AaNGiBRs3biQgIKBOAlaXtDCEEHUpKkpdrPDYMbDwKkp1ymLLmwPmgtG8efOaJ6tFUjCEEHVJ\nUeB3v1NbGXv2gEOl06Gtk0UKRkFBATt37iQjI4OioiLzGy9cuNBySS1ICoYQoq798guMHg1eXrB6\ntdZp7o9F+jDGjRvHnj17cHR0xNnZGWdnZ5o2bWqxkEIIYescHeEf/4D4ePh1YGm9VGkLw8fHh9On\nT9dVnhqTFoYQQisXLqir227eDMOHa52meizSwujfv3+NJukJIURD4eYGH38MTzwBaWlap7G8SlsY\nXl5enD9/nq5du9KoUSP1RTWc6V2bpIUhhNDahx/CG2+oW7y2aaN1mqqxSKd3RgUDjF1dXe83V62S\ngiGEsAZ/+hMcPqwuif7r79pWzSK3pFxdXcnMzOSzzz7D1dWVpk2bygeyEEJU4s03oW1beO65+rPF\na6UtjEWLFpGcnMzZs2c5d+4cJpOJyZMnc/To0brKWC3SwhBCWIubN2HQIJgwARYs0DrNvVmkhbF7\n925iY2PNQ2n1ej25ubmWSSiEEPVY06bqZL7oaNi5U+s0NVfpnMRGjRphd8ei7zdv3qzVQEIIUZ90\n7AixsTBihLrda58+Wie6f5W2MCZNmsRvfvMbrl27xgcffMDQoUN55pln6iKbEELUCwEBsG4dhIfD\nHZuH2pwqrSUVHx9PfHw8ACNGjCAkJKTWg90v6cMQQlirt95Sd+o7fBicnbVOU5pFFx8EuHz5Mg8+\n+CA6na5GwV577TX27NmDTqejdevWbNq0iU6dOpGRkYGXlxeenp4A9OvXz7yBU8mOewUFBYSGhrK6\nggVbpGAIIayVosDMmXD1KuzaZV1bvFbps1OpwLFjx5RBgwYpjz32mJKSkqL06NFDadeundKmTRvl\nk08+qehlVXL9+nXz46ioKGXmzJmKoihKenq64uPjU+5rHn74YSUpKUlRFEUZNWqUsn///nLPu8eP\nJIQQmvv5Z0V59FFF+cMftE5SWlU+Oyusb88//zx/+tOfiIiIYPDgwfztb3/j4sWLfP755yyo4fgw\nFxcX8+MbN27w4IMP3vP8nJwccnNzCQwMBGDatGnExMTUKIMQQmjByUltXezaBRs2aJ2meiocJVVc\nXMzwX1fPWrhwIX379gXA09OzxrekAF599VW2bNnCAw88QGJiovl4eno6/v7+NG/enDfffJOBAwdi\nMpkwGAzmc/R6PSaTqcYZhBBCC61bw9696hyNbt0gOFjrRFVTYcG4syg0bty42m8cEhLCxYsXyxxf\nunQpYWFhLFmyhCVLlrB8+XJeeuklNm7cSMeOHcnMzKRly5akpKQQHh7OmTNnqn3tRYsWmR8HBwcT\nbCv/NYQQDYanJ3z0EUyZAkeOgIdH3V4/ISGBhISEar2mwk5ve3t7HnjgAQDy8/Np0qSJ+bn8/Hzz\nZko19cMPPxAaGlruEuqDBw9m1apVdOjQgSFDhvDNN98AsG3bNg4dOsTatWvL/kDS6S2EsCEffACr\nVqkLFbZsqV2OGs30Li4uJjc3l9zcXIqKisyPS76vCaPRaH4cGxuLv78/AD/++CPFxcUAfPfddxiN\nRrp160aHDh1o1qwZSUlJKIrCli1bCA8Pr1EGIYSwBs89p+7WN3GiunOfNavWsFpLmThxImfPnsXe\n3h43Nzf++te/0rZtW3bt2sXChQtxdHTEzs6ON954g9GjRwO3h9Xm5+cTGhpKVFRUue8tLQwhhK0p\nLoZx40Cvh7VrwQLdxNVm8XkYtkAKhhDCFuXmqrv1zZgBL71U99evymdnpWtJCSGEqH0uLurIqX79\nwN0dwsK0TlSWtDCEEMKKJCXBmDHqxku9etXddS2yvLkQQoi6ExQEa9bA2LFQzswETUnBEEIIKzNl\nirrm1LhxkJ+vdZrb5JaUEEJYIUWBqVPVEVTbttX+QoVyS0oIIWyUTqeuNZWZCYsXa51GJQVDCCGs\nVOPGsHs3bN4MW7dqnUZuSQkhhNU7fRqGDIGYGOjfv3auIbekhBCiHvDxgU2b1OVDMjK0yyEFQwgh\nbEBoKMyfr87RuH5dmwxyS0oIIWyEosDvfqe2MvbsAQcLrtUht6SEEKIe0elg9WooKoKXX67760vB\nEEIIG+LoCP/4B8THQ3R03V5bFh8UQggb06IF7Nunrm7r7g6/7qZd66SFIYQQNsjNDT7+GJ54AtLS\n6uaaUjCEEMJGPfIIrFypLoV++XLtX0/TgrFq1Srs7Oy4evWq+diyZcvw8PDA09OT+Ph48/Hk5GR8\nfX3x8PBg7ty5WsQVQgir89RT6mKF48fDzz/X7rU0KxiZmZkcOHCALl26mI+lpaWxY8cO0tLSiIuL\nY/bs2eZhXrNmzWL9+vUYjUaMRiNxcXFaRRdCCKvy5pvQtq26P3htzirQrGDMmzePt956q9Sx2NhY\nIiIicHR0xNXVFXd3d5KSksjJySE3N5fAwEAApk2bRkxMjBaxhRDC6tjZqetNnTkDy5fX3nU0GSUV\nGxuLwWCgZ8+epY5nZ2fTt29f8/cGgwGTyYSjoyMGg8F8XK/XYzKZ6iyvEEJYu6ZN1cl8QUHQvTtM\nmGD5a9RawQgJCeFiOdtFLVmyhGXLlpXqn7D0zOxFixaZHwcHBxMcHGzR9xdCCGvUsSPExsKIEdCl\nC/TpU/G5CQkJJCQkVOv9a61gHDhwoNzjp0+fJj09nV6/blablZVF7969SUpKQq/Xk5mZaT43KysL\ng8GAXq8nKyur1HG9Xl/hte8sGEII0ZAEBMC6dRAeDomJcMfNmVLu/mV6cRU23ajzPgwfHx8uXbpE\neno66enpGAwGUlJSaNeuHWPHjmX79u0UFhaSnp6O0WgkMDCQ9u3b06xZM5KSklAUhS1bthAeHl7X\n0YUQwiaEh8OcOepw2xs3LPe+ms/01ul05sfe3t5MnjwZb29vHBwciI6ONj8fHR3N9OnTyc/PJzQ0\nlJEjR2oVWQghrN4rr8C336oT+3btsswWr7JarRBC1FOFhRASAn37wooV9z5XVqsVQogGzMlJbV3s\n2qXuD15Tmt+SEkIIUXtat4a9e2HQIOjWDWoyaFRaGEIIUc95esJHH6lLiBiN9/8+UjCEEKIBGDoU\n/vxndYvXn366v/eQTm8hhGhA5s2Dr76CuDh1M6YSVfnslIIhhBANSHExjBsHej2sXatu+woySkoI\nIcRd7O1h2zb44gt4993qvVZGSQkhRAPj4qKOnOrXT93iNSysaq+TW1JCCNFAJSWpneAHD4Kfn9yS\nEkIIUYGgIFizBsaOrdr50sIQQogGbvduGD9eRkkJIYSoAhklJYQQwmKkYAghhKgSKRhCCCGqRNOC\nsWrVKuzs7Lh69SoAGRkZNGnSBH9/f/z9/Zk9e7b53OTkZHx9ffHw8GDu3LlaRRZCiAZLs4KRmZnJ\ngQMH6NKlS6nj7u7upKamkpq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"text": [ "" ] } ], "prompt_number": 86 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.2,Page No.90" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "w_CB=1 #KN/m #u.d.l on Length CB\n", "F_D=2 #KN #Pt Load at D\n", "L_AD=L_DC=1 #m #Length of AD & DC\n", "L_CB=2 #m #Length of CB\n", "\n", "#Calculations\n", "\n", "#Shear Force at B\n", "V_B=0 #KN\n", "\n", "#Shear Force at C\n", "V_C=-(w_CB*L_CB)\n", "\n", "#Shear Force at D\n", "V_D1=V_C\n", "V_D2=V_C-F_D\n", "\n", "#Shear Force at A\n", "V_A=V_D2 \n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at B\n", "M_B=0\n", "\n", "#Bending Moment at C\n", "M_C=-w_CB*L_CB**2*2**-1\n", "\n", "#Bending Moment at D\n", "M_D=-w_CB*L_CB*(L_CB*2**-1+L_DC)\n", "\n", "#Bending Moment at A\n", "M_A=-w_CB*L_CB*(L_CB*2**-1+L_DC+L_AD)-F_D*L_AD\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_CB,L_CB+L_DC,L_CB+L_DC,L_CB+L_DC+L_AD,L_CB+L_DC+L_AD]\n", "Y1=[0,V_C,V_D1,V_D2,V_A,0]\n", "Z1=[0,0,0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "Y2=[M_B,M_C,M_D,M_A]\n", "X2=[0,L_CB,L_CB+L_DC,L_CB+L_DC+L_AD]\n", "Z2=[0,0,0,0]\n", "plt.plot(X2,Y2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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"text": [ "" ] } ], "prompt_number": 85 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.3,Page No.91" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "AC=5000 #N/m #u.v.l\n", "L_AB=4 #m #Length of AB\n", "\n", "#Calculations\n", "\n", "#Consider a section at Distance x from B\n", "#DB=x\n", "#By similar triangles (triangle ABC and BDE) we get\n", "\n", "#Shear Force at x\n", "#F_x=-DB*DE*2**-1\n", "#After substituting values in above equation we get\n", "#F_x=625*x**2\n", "\n", "#shear Force at B where x=0\n", "V_B=0\n", "\n", "#shear Force at A where x=L_AB=4\n", "V_A=625*L_AB**2\n", "\n", "#Bending Moment Calculation\n", "\n", "#M_x=DB*DE*DB*3**-1*2**-1\n", "#Substituting values in above equation we get\n", "#M_x=-625*x**3*3**-1\n", "\n", "#Bending Moment at B where x=0\n", "M_B=0\n", "\n", "#Bending Moment at A where x=L_AB=4\n", "M_A=-625*L_AB**3*3**-1\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_AB]\n", "Y1=[V_B,V_A]\n", "Z1=[0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "Y2=[M_B,M_A]\n", "X2=[0,L_AB]\n", "Z2=[0,0]\n", "plt.plot(X2,Y2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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AERERxMfHU1BQQHp6Omlpadb2bTc3N1JSUlBKsXz5coYOHWp9TVxcHACrVq2i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\njE+fPr1K76P79Joq1nJ38eJ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"text": [ "" ] } ], "prompt_number": 84 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.4,Page No.92" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "F_C=F_D=F_E=30 #KN #Pt Load at C,D,E respectively\n", "L_AE=L_ED=L_DC=1.5 #m #Length of AE,ED,DC respectively\n", "L_CB=0.5 #m #Length of CB\n", "L_AC=4.5 #m #Length of AC\n", "L_AD=3 #m #Length of AD\n", "w=10 #KN/m #u.d.l\n", "L=5 #m #Length of beam\n", "\n", "#Calculations\n", "\n", "#Shear Force Calculations\n", "\n", "#Shear Force at B\n", "V_B=0 #KN\n", "\n", "#Shear Force at C\n", "V_C1=-w_CB*L_CB\n", "V_C2=-w*L_CB-F_C #KN\n", "\n", "#Shear Force at D\n", "V_D1=-w*(L_DC+L_CB)-F_C*L_DC\n", "V_D2=-w*(L_DC+L_CB)-F_C-F_D #KN\n", "\n", "#Shear Force at E\n", "V_E1=-w*(L_DC+L_CB+L_ED)-F_C*(L_DC+L_ED)\n", "V_E2=-F_C-F_D-F_E-w*(2*L_ED+L_CB)\n", "\n", "#Shear Force at A\n", "V_A=-w*L-F_C-F_D-F_E\n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at B\n", "M_B=0\n", "\n", "#Bending Moment at C\n", "M_C=-w*L_CB**2*2**-1\n", "\n", "#Bending Moment at D\n", "M_D=-w*(L_DC+L_CB)**2*2**-1-F_C*L_DC\n", "\n", "#Bending Moment at E\n", "M_E=-w*(L_DC+L_CB+L_ED)**2*2**-1-F_C*(L_ED+L_DC)-F_D*L_ED\n", "\n", "#Bending Moment at A\n", "M_A=-w*L**2*2**-1-F_C*L_AC-F_D*L_AD-F_E*L_AE\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_CB,L_CB,L_CB+L_DC,L_CB+L_DC,L_CB+L_DC+L_ED,L_CB+L_DC+L_ED,L_CB+L_DC+L_ED+L_AE,L_CB+L_DC+L_ED+L_AE]\n", "Y1=[V_B,V_C1,V_C2,V_D1,V_D2,V_E1,V_E2,V_A,0]\n", "Z1=[0,0,0,0,0,0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "X2=[0,L_CB,L_CB+L_DC,L_CB+L_DC+L_ED,L_CB+L_DC+L_ED+L_AE,L_CB+L_DC+L_ED+L_AE]\n", "Y2=[M_B,M_C,M_D,M_E,M_A,0]\n", "Z2=[0,0,0,0,0,0]\n", "plt.plot(X2,Y2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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VRevWrR2P27Rpw/nz591alIiIeJ5GA+O6664jJyfH8TgnJ4frrrvOrUWJiIjnaXQtqVdf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\nuOEGoqKiHNsOHTr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"text": [ "" ] } ], "prompt_number": 88 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.5,Page No.93" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "\n", "w1=30 #KN/m #u.d.l on L_CB\n", "F_C=120 #KN #Pt Load at C\n", "w2=50 #KN/m #u.d.l on L_AD\n", "L_DC=L_CB=2 #m #Length of DC and CB respectively\n", "L_AD=4 #m #Length of AD\n", "L_AB=L=8 #m #Length of beam\n", "\n", "\n", "#Calculations\n", "\n", "#Let R_A & R_B be the reactions at A & B\n", "#R_A+R_B=380\n", "\n", "#Taking Moment at A\n", "#M_A=-R_B*L+F_C(L_DC+L_AD)+w1*L_CB*(L_CB*2**-1+L_DC+L_AD)+w2*L_AD**2*2**-1=0\n", "\n", "#After Rearranging the terms we get\n", "R_B=(F_C*(L_DC+L_AD)+w1*L_CB*(L_CB*2**-1+L_DC+L_AD)+w2*L_AD**2*2**-1)*L**-1\n", "R_A=380-R_B\n", "\n", "#Shear Force Calculations\n", "\n", "#Shear Force at B\n", "V_B=R_B\n", "\n", "#Shear Force at C\n", "V_C1=-w1*L_CB+R_B\n", "V_C2=R_B-w1*L_CB-F_C\n", "\n", "#Shear Force at D\n", "V_D=V_C2\n", "\n", "#Shear Force at A\n", "V_A=V_D-w2*L_AD\n", "\n", "#Point of contraflexure \n", "#Let E be the point EB=x\n", "#Shear Force at E\n", "#V_E=0=R_B-F_C-w1*L_CB-w2*(L_EB-L_DC-L_CB)\n", "L_EB=-((-R_B+F_C+w1*L_CB)*w2**-1-L_DC-L_CB)\n", "V_E=0\n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at B\n", "M_B=0\n", "\n", "#Bending Moment at C\n", "M_C=R_B*L_CB-w1*L_CB**2*2**-1\n", "\n", "#Bending Moment at D\n", "M_D=R_B*(L_CB+L_DC)-w1*L_CB*(L_CB*2**-1+L_DC)-F_C*L_DC\n", "\n", "#Bending Moment at A\n", "M_A=0\n", "\n", "#Bending Moment at E\n", "L_ED=L_EB-(L_DC+L_CB) #m #Length of ED\n", "M_E=-w1*L_CB*(L_ED+L_DC+L_CB*2**-1)-F_C*(L_DC+L_ED)+R_B*L_EB\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_CB,L_CB,L_CB+L_DC,L_CB+L_DC+L_AD,L_CB+L_DC+L_AD]\n", "Y1=[V_B,V_C1,V_C2,V_D,V_A,0]\n", "Z1=[0,0,0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "X2=[0,L_CB,L_CB+L_DC,L_CB+L_DC+L_ED,L_CB+L_DC+L_AD]\n", "Y2=[M_B,M_C,M_D,M_E,M_A]\n", "Z2=[0,0,0,0,0]\n", "plt.plot(X2,Y2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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"text": [ "" ] } ], "prompt_number": 79 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.6,Page No.95" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "F_C=100 #KN #Pt Load at C\n", "F_E=50 #KN #Pt Load at E\n", "w=20 #KN/m\n", "L_AE=L_AD=L_ED=L_DC=L_CB=2 #m #Length of AE,ED,DC,CB respectively\n", "L=8 #m #Length of Beam\n", "\n", "#Calculations\n", "\n", "#Let R_A & R_B be the reactions at A & B\n", "#R_A+R_B=190\n", "\n", "#Taking Moment at A\n", "#M_A=-R_B*L+F_C*(3*L_AE)+w*L_DC*(L_DC*2**-1+2*L_ED)+F_E*L_AE=0\n", "R_B=(F_C*(3*L_AE)+w*L_DC*(L_DC*2**-1+2*L_ED)+F_E*L_AE)*L**-1\n", "R_A=190-R_B\n", "\n", "#Shear Force Calculations\n", "\n", "#Shear Force at B\n", "V_B=R_B\n", "\n", "#Shear Force at C\n", "V_C1=R_B\n", "V_C2=R_B-F_C\n", "\n", "#Shear Force at D\n", "V_D=V_C2-w*L_DC\n", "\n", "#Shear Force at E\n", "V_E1=V_D\n", "V_E2=V_D-F_E\n", "\n", "#Shear Force at A\n", "V_A=V_E2\n", "\n", "#Point of contraflexure \n", "#Let F be the point BF=x\n", "#Shear Force at F\n", "#V_F=R_B-F_C-w*(L_BF-L_CB)\n", "L_FB=-((-R_B+F_C)*w**-1-L_CB)\n", "V_F=0\n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at B\n", "M_B=0\n", "\n", "#Bending Moment at C\n", "M_C=R_B*L_CB\n", "\n", "#Bending Moment at D\n", "M_D=R_B*(L_CB+L_DC)-F_C*L_DC-w*L_DC**2*2**-1\n", "\n", "#Bending Moment at E\n", "M_E=R_B*(L_CB+L_DC+L_ED)-F_C*(L_ED+L_DC)-w*L_DC*(L_DC*2**-1+L_ED)\n", "\n", "#Bending Moment at A\n", "M_A=R_B*(L_ED+L_DC+L_AE+L_CB)-F_C*(L_ED+L_DC+L_AE)-w*L_DC*(L_DC*2**-1+L_ED+L_AE)-F_E*L_AE\n", "\n", "#Bending Moment at F\n", "L_FC=L_FB-L_CB\n", "M_F=R_B*L_FB-F_C*L_FC-w*L_FC**2*2**-1\n", "L_DF=L_DC-L_FC\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_CB,L_CB,L_CB+L_DC,L_CB+L_DC+L_ED,L_CB+L_DC+L_ED,L_CB+L_DC+L_ED+L_AE]\n", "Y1=[V_B,V_C1,V_C2,V_D,V_E1,V_E2,V_A]\n", "Z1=[0,0,0,0,0,0,0,]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "X2=[0,L_CB,L_CB+L_FC,L_CB+L_DC,L_CB+L_DC+L_ED,L_CB+L_DC+L_AD]\n", "Y2=[M_B,M_C,M_F,M_D,M_E,M_A]\n", "Z2=[0,0,0,0,0,0]\n", "plt.plot(X2,Y2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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"text": [ "" ] } ], "prompt_number": 4 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.7,Page No.96" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "w=20 #KN/m #u.d.l on Length CB\n", "F_D= 50 #KN #Pt Load at D\n", "L_CB=5 #m #Length of CB\n", "L_DC=3 #M #Length of DC\n", "L_AD=2 #m #Length of AD\n", "L=10 #m #Length of Beam\n", "\n", "#Calculations\n", "\n", "theta=arctan(4*3**-1)*(180*pi**-1)\n", "F_DV=F_D*sin(theta*pi*180**-1) #Force at Pt D vertically\n", "F_DH=F_D*cos(theta*pi*180**-1) #Force at pt D horizontally\n", "\n", "#Let R_A & R_B be the reactions at A & B\n", "#R_A+R_B=140\n", "\n", "#Taking Moment at A\n", "#M_A=0=-R_B*L+w*L_CB*(L_CB*2**-1+L_DC+L_AD)+F_DV*L_AD\n", "R_B=(w*L_CB*(L_CB*2**-1+L_DC+L_AD)+F_DV*L_AD)*L**-1\n", "R_A=140-R_B\n", "\n", "#Shear Force Calculations\n", "\n", "#Shear Force at B\n", "V_B=R_B\n", "\n", "#Shear Force at C\n", "V_C=V_B-w*L_CB\n", "\n", "#Shear Force at D\n", "V_D1=V_C\n", "V_D2=V_C-F_DV\n", "\n", "#Shear Force at A\n", "V_A=V_D\n", "\n", "#Pt of Contraflexure\n", "#Let E be the pt And BE=x\n", "#V_E=0=R_B-w*x\n", "x=L_BE=R_B*w**-1\n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at B\n", "M_B=0\n", "\n", "#Bending Moment at C\n", "M_C=R_B*L_CB-w*L_CB**2*2**-1\n", "\n", "#Bending Moment at D\n", "M_D=R_B*(L_CB+L_DC)-w*L_CB*(L_CB*2**-1+L_DC)\n", "\n", "#Bending Moment at A\n", "M_A=R_B*L-w*L_CB*(L_CB*2**-1+L_DC+L_AD)-F_DV*L_AD\n", "\n", "#Bending Moment at E\n", "M_E=R_B*L_BE-w*L_BE**2*2**-1\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_CB,L_CB+L_DC,L_CB+L_DC,L_CB+L_DC+L_AD] \n", "Y1=[V_B,V_C,V_D1,V_D2,V_A]\n", "Z1=[0,0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "X2=[0,L_BE,L_CB,L_CB+L_DC,L_CB+L_DC+L_AD]\n", "Y2=[M_B,M_E,M_C,M_D,M_A] \n", "Z2=[0,0,0,0,0,0]\n", "plt.plot(X2,Y2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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"text": [ "" ] } ], "prompt_number": 37 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.8,Page No.97" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "F_C=150 #KN #Pt LOad at C\n", "w=300 #KN #u.v.l\n", "L=6 #m #Length of beam\n", "L_AE=L_DC=L_CB=1 #m #Lengthof AE,DC,CB\n", "L_ED=3 #m #Length of ED\n", "L_Ed=2 #m\n", "L_dD=1 #m\n", "\n", "#Calculations\n", "\n", "#Let R_A & R_B be the reactions at A & B\n", "#R_A+R_B=450\n", "\n", "#Taking Moment at A\n", "#M_A=0=R_B*L-F_C*(L_CD+L_ED+L_AE)-w*(2*3**-1*L_ED+L_AE)\n", "R_B=(F_C*(L_DC+L_ED+L_AE)+w*(2*3**-1*L_ED+L_AE))*L**-1\n", "R_A=450-R_B\n", "\n", "#Shear Force Calculations\n", "\n", "#Shear Force at B\n", "V_B=R_B\n", "\n", "#Shear Force at C\n", "V_C1=R_B\n", "V_C2=R_B-F_C\n", "\n", "#Shear Force at D\n", "V_D=V_C2\n", "\n", "#Shear Force at E\n", "V_E=V_D-w\n", "\n", "#Shear Force at A\n", "V_A=V_E\n", "\n", "#Pt of contraflexure\n", "#Let F be the pt and EF=x\n", "#Let w1 be the rate of Loading at D we get\n", "w1=w*2*3**-1\n", "#The rate of Loading at distance x is200*x*3**-1\n", "\n", "#V_F=0=-R_B+200*x*3**-1*x*2**-1\n", "#After substituting values and simplifying further we get\n", "L_EF=x=(R_A*3*100**-1)**0.5\n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at B\n", "M_B=0\n", "\n", "#Bending Moment at C\n", "M_C=R_B*L_CB\n", "\n", "#Bending Moment at D\n", "M_D=R_B*(L_CB+L_DC)-F_C*L_DC\n", "\n", "#Bending Moment at E\n", "M_E=R_B*(L_CB+L_DC+L_ED)-F_C*(L_DC+L_ED)-w*L_Ed\n", "\n", "#Bending Moment at A\n", "M_A=0\n", "\n", "#Bending Moment at F\n", "M_F=R_A*(L_AE+L_EF)-200*x*3**-1*x*2**-1*x*3**-1\n", "\n", "L_FD=L_ED-L_EF\n", "\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_CB,L_CB,L_CB+L_CD,L_CB+L_CD+L_ED,L_CB+L_CD+L_ED+L_AE,L_CB+L_CD+L_ED+L_AE] \n", "Y1=[V_B,V_C1,V_C2,V_D,V_E,V_A,0]\n", "Z1=[0,0,0,0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "X2=[0,L_CB,L_CB+L_DC,L_FD+L_DC+L_CB,L_CB+L_DC+L_ED,L_CB+L_DC+L_ED+L_AE]\n", "Y2=[M_B,M_C,M_D,M_F,M_E,M_A] \n", "Z2=[0,0,0,0,0,0]\n", "plt.plot(X2,Y2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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"text": [ "" ] } ], "prompt_number": 132 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.9,Page No.99" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "M_C=40 #KNM #Moment at Pt C\n", "w=20 #KNm #u.d.l on L_AD\n", "L=10 #m #Length of beam\n", "L_CB=5 #m #Length of CB\n", "L_DC=1 #m #Length of DC\n", "L_AD=4 #m #Length of AD\n", "\n", "#Calculations\n", "\n", "#Let R_A & R_B be the reactions at A & B\n", "#R_A+R_B=80\n", "\n", "#Taking Moment at A\n", "#M_A=0=R_B*L-M-w*L_AD**2*2**-1\n", "R_B=(w*L_AD**2*2**-1+M_C)*L**-1\n", "R_A=80-R_B\n", "\n", "#Shear Force Calculations\n", "\n", "#Shear Force at B\n", "V_B=R_B\n", "\n", "#Shear Force at C\n", "V_C=V_B\n", "\n", "#Shear Force at D\n", "V_D=V_C\n", "\n", "#Shear Force at A\n", "V_A=V_D-w*L_AD\n", "\n", "#Pt of contraflexure\n", "#Let E be the pt and BE=x\n", "#V_E=0=R_B-w*(L_BE-L_DC-L_CB)\n", "L_BE=x=R_B*w**-1+L_DC+L_CB\n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at B\n", "M_B=0\n", "\n", "#Bending Moment at C\n", "M_C1=R_B*L_CB\n", "M_C2=M_C1-M_C\n", "\n", "#Bending Moment at D\n", "M_D=R_B*(L_CB+L_DC)-M_C\n", "\n", "#Bending Moment at A\n", "M_A=R_B*L-M_C-w*L_AD**2*2**-1\n", "\n", "#Bending Moment at E\n", "L_ED=L_BE-(L_DC+L_CB)\n", "M_E=R_B*L_BE-M_C-w*L_ED**2*2**-1\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_CB,L_CB+L_DC,L_CB+L_DC+L_AD,L_CB+L_DC+L_AD] \n", "Y1=[V_B,V_C,V_D,V_A,0]\n", "Z1=[0,0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "X2=[0,L_CB,L_CB,L_CB+L_DC,L_CB+L_DC+L_ED,L_CB+L_DC+L_AD]\n", "Y2=[M_B,M_C1,M_C2,M_D,M_E,M_A] \n", "Z2=[0,0,0,0,0,0]\n", "plt.plot(X2,Y2,X2,Z2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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"text": [ "" ] } ], "prompt_number": 35 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.10,Page No.100" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "w=10 #KNm #u.d.l on L_AD\n", "F_D=20 #KN #Pt Load at D\n", "M_C=240 #KNm #moment at Pt C\n", "L_DC=L_CB=2 #m #Length of DC and CB\n", "L_AD=4 #m #Length of AD\n", "L=8 #m #Length of Beam\n", "\n", "#Calculations\n", "\n", "#Calculations\n", "\n", "#Let R_A & R_B be the reactions at A & B\n", "#R_A+R_B=60\n", "\n", "#Taking Moment at A\n", "#M_A=0=-R_B*L-M_C+F_D*L_AD+w*L_AD**2*2**-1\n", "R_B=-(M_C-F_D*L_AD-w*L_AD**2*2**-1)*L**-1\n", "R_A=60-R_B\n", "\n", "#Shear Force Calculations\n", "\n", "#Shear Force at B\n", "V_B=R_B\n", "\n", "#Shear Force at C\n", "V_C=V_B\n", "\n", "#Shear Force at D\n", "V_D1=V_B\n", "V_D2=V_D1-F_D\n", "\n", "#Shear Force at A\n", "V_A=V_D2-w*L_AD\n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at B\n", "M_B=0\n", "\n", "#Bending Moment at C\n", "M_C1=R_B*L_CB\n", "M_C2=M_C+R_B*L_CB\n", "\n", "#Bending Moment at D\n", "M_D=R_B*(L_DC+L_CB)+M_C\n", "\n", "#Bending Moment at A\n", "M_A=R_B*L+M_C-w*L_AD**2*2**-1-F_D*L_AD\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_CB,L_CB+L_DC,L_CB+L_DC,L_CB+L_DC+L_AD] \n", "Y1=[V_B,V_C,V_D1,V_D2,V_A]\n", "Z1=[0,0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "X2=[0,L_CB,L_CB,L_CB+L_DC,L_CB+L_DC+L_AD,L_CB+L_DC+L_AD]\n", "Y2=[M_B,M_C1,M_C2,M_D,M_A,0] \n", "Z2=[0,0,0,0,0,0]\n", "plt.plot(X2,Y2,X2,Z2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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Lr+lu9SC9XmraOH0aKC1tu792DQgNBcLCAK227X7QIFv/ZPaJK68ROQ9zVl6z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\nIiIZQ4GIiGQMBSIikjEUiIhI9v+ebmxA5oKUQQAAAABJRU5ErkJggg==\n", "text": [ "" ] } ], "prompt_number": 34 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.11,Page No.101" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "F_C=5 #KN #Force at C\n", "w=2 #KNm #u.d.l on beam\n", "L_BC=3 #m #Length of BC\n", "L_AB=6 #m #Length of AB\n", "L=9 #m #Length of Beam\n", "\n", "#Calculations\n", "\n", "#Let R_A & R_B be the reactions at A & B\n", "#R_A+R_B=23\n", "\n", "#Taking Moment at A\n", "#M_A=0=F_C*L-R_B*L_AB+w*L**2*2**-1\n", "R_B=-(-F_C*L-w*L**2*2**-1)*L_AB**-1\n", "R_A=23-R_B\n", "\n", "#Shear Force Calculations\n", "\n", "#Shear Force at C\n", "V_C1=0\n", "V_C2=-F_C\n", "\n", "#Shear Force at B\n", "V_B=V_C2-w*L_BC**2*2**-1\n", "\n", "#Shear Force at A\n", "V_A=F_C*L+R_B*L_AB-w*L**2*2**-1\n", "\n", "#Pt of contraflexure\n", "#Let D be the pt And L_AD=x\n", "#V_D=0=R_A+w*L_AD\n", "L_AD=x=R_A*w**-1\n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at C\n", "M_C=0\n", "\n", "#Bending Moment at B\n", "M_B=-F_C*L_BC-w*L_BC**2*2**-1\n", "\n", "#Bending Moment at A\n", "M_A=-F_C*L-w*L**2*2**-1+R_B*L_AB\n", "\n", "#Bending Moment at D\n", "L_DC=L-L_AD\n", "L_DB=L_DC-L_BC\n", "M_D=-R_A*L_AD+w*L_AD**2*2**-1\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_BC,L_BC+L_AB,L_BC+L_AB] \n", "Y1=[V_C,V_B,V_A,0]\n", "Z1=[0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "X2=[0,L_BC,L_BC+L_DB,L_BC+L_AB]\n", "Y2=[M_C,M_B,M_D,M_A] \n", "Z2=[0,0,0,0]\n", "plt.plot(X2,Y2,X2,Z2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()\n", "\n", "#The Bending moment in book is incorrect" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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"text": [ "" ] } ], "prompt_number": 56 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.12,Page No.102" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "F_C=5 #KN #Pt Load at C\n", "F_D=4 #KN #Pt Load at D\n", "L_BC=1.25 #m #Length of BC\n", "L_DB=1 #m #Length of DB\n", "L_AD=3 #m #Length of AD\n", "w=2 #KN/m #u.d.l\n", "L=5.25 #m #Length of beam\n", "\n", "#Calculations\n", "\n", "#Let R_A & R_B be the reactions at A & B\n", "#R_A+R_B=15\n", "\n", "#Taking Moment at A\n", "#M_A=0=F_C*L-R_B*(L_DB+L_AD)+F_D*L_AD+w*L_AD**2*2**-1\n", "R_B=-(-F_C*L-F_D*L_AD-w*L_AD**2*2**-1)*(L_DB+L_AD)**-1\n", "R_A=15-R_B\n", "\n", "#Shear Force Calculations\n", "\n", "#Shear Force at C\n", "V_C=-F_C\n", "\n", "#Shear Force at B\n", "V_B1=V_C\n", "V_B2=V_C+R_B\n", "\n", "#Shear Force at D\n", "V_D1=V_B2\n", "V_D2=V_B2-F_D\n", "\n", "#Shear Force at A\n", "V_A=-(w*L_AD)-F_D-F_C+R_B\n", "\n", "#Pt of contraflexure\n", "#Let E be the pt and BE=x\n", "#V_E=0=-F_C+R_B-F_D-w*(L_BE-L_DB)\n", "L_BE=x=-((F_C-R_B+F_D)*w**-1-L_DB)\n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at C\n", "M_C=0\n", "\n", "#Bending Moment at B\n", "M_B=-F_C*L_BC\n", "\n", "#Bending Moment at D\n", "M_D=-F_C*(L_DB+L_BC)-R_B*L_DB\n", "\n", "#Bending Moment at A\n", "M_A=-F_C*L+R_B*(L_DB+L_AD)-F_D*L_AD-w*L_AD**2*2**-1\n", "\n", "#Bending Moment at E\n", "L_ED=L_BE-L_DB\n", "M_E=-F_C*(L_BC+L_BE)+R_B*L_BE-F_D*(L_BE-L_DB)-w*(L_BE-L_DB)**2*2**-1\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_BC,L_BC,L_BC+L_DB,L_BC+L_DB,L_BC+L_DB+L_AD,L_BC+L_DB+L_AD] \n", "Y1=[V_C,V_B1,V_B2,V_D1,V_D2,V_A,0]\n", "Z1=[0,0,0,0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "X2=[0,L_BC,L_BC+L_DB,L_BC+L_DB+L_ED,L_BC+L_DB+L_AD]\n", "Y2=[M_C,M_B,M_D,M_E,M_A] \n", "Z2=[0,0,0,0,0]\n", "plt.plot(X2,Y2,X2,Z2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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"text": [ "" ] } ], "prompt_number": 39 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.13,Page No.103" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "F_E=20 #KN #Pt Load at E\n", "F_C=30 #KN #Pt Load at C\n", "F_B=60 #KN #Pt Load at B\n", "L_AB=L_BC=L_CD=1.5 #m #Length of AB,BC,CD respectively\n", "L_DE=2.5 #m #Length od DE\n", "L_AD=4.5 #m #Length of AD\n", "L=7 #m #Length of beam\n", "w=30 #KN/m\n", "\n", "#Calculations\n", "\n", "#LEt R_A and R_D be the reactions at A and D\n", "#R_A+R_D=245\n", "\n", "#Taking moment at A\n", "#M_A=0=-R_D*(L_BC+L_AB+L_CD)+F_E*L+w*L_Ad**2*2**-1+F_C*(L_AB+L_BC)+F_B*L_AB\n", "R_D=-(-(F_E*L)-(w*L_AD**2*2**-1)-F_C*(L_AB+L_BC)-F_B*L_AB)*(L_BC+L_AB+L_CD)**-1\n", "R_A=245-R_D\n", "\n", "#Shear Force Calculations\n", "\n", "#Shear Force at C\n", "V_E1=0\n", "V_E2=-F_E\n", "\n", "#Shear Force at D\n", "V_D1=V_E2\n", "V_D2=V_E2+R_D\n", "\n", "#Shear Force at C\n", "V_C1=V_D2\n", "V_C2=V_D2-F_C-w*L_CD\n", "\n", "#Shear Force at B\n", "V_B1=V_C2\n", "V_B2=-F_E+R_D-F_C-w*(L_BC+L_CD)-F_B\n", "\n", "#Shear Force at A\n", "V_A=-F_E-F_C-F_B-w*L_AD+R_D\n", "\n", "#Pt of contraflexure\n", "#Let F be the pt and EF=x\n", "#V_F=-F_E-F_C+R_D-w*L_FE+w*L_DE\n", "L_FE=-(F_E+F_C-R_D-w*L_DE)*w**-1\n", "L_FD=L_FE-L_DE\n", "L_FC=L_FE-L_CD-L_DE\n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at E\n", "M_E=0\n", "\n", "#Bending Moment at D\n", "M_D=-F_E*L_DE\n", "\n", "#Bending Moment at C\n", "M_C=-F_E*(L_CD+L_DE)+R_D*L_CD-w*L_CD**2*2**-1\n", "\n", "#Bending Moment at F\n", "M_F=-w*L_FD**2*2**-1-F_C*L_FC+R_D*L_FD-F_E*L_FE\n", "\n", "#Bending Moment at B\n", "M_B=-F_E*(L_DE+L_CD+L_BC)-F_C*L_BC+R_D*(L_CD+L_BC)-w*(L_BC+L_CD)**2*2**-1\n", "\n", "#Bending Moment at A\n", "M_A=-F_E*L+R_D*(L_AD)-F_C*(L_BC+L_AB)-F_B*L_AB-w*(L_AD)**2*2**-1\n", "\n", "#Bending Moment at F\n", "M_F=-F_E*L_FE+R_D*L_FD-F_C*L_FC-w*L_FD**2*2**-1\n", "\n", "#Pt of contraflexure\n", "#Let G be the pt and GE=y\n", "#M_G=-F_E*L_GE+R_D*(L_GE-L_DE)-F_C*(L_GE-L_DE)**2*2**-1\n", "#After substituting values and further simplifying we get\n", "#y**2-12.9+29.35=0\n", "a=1\n", "b=-12.9\n", "c=29.35\n", "\n", "X=b**2-4*a*c\n", "\n", "y1=(-b+X**0.5)*(2*a)**-1\n", "y2=(-b-X**0.5)*(2*a)**-1\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,0,L_DE,L_DE,L_DE+L_CD,L_DE+L_CD,L_DE+L_CD+L_BC,L_DE+L_CD+L_BC,L_DE+L_CD+L_BC+L_AB,L_DE+L_CD+L_BC+L_AB] \n", "Y1=[V_E1,V_E2,V_D1,V_D2,V_C1,V_C2,V_B1,V_B2,V_A,0]\n", "Z1=[0,0,0,0,0,0,0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "X2=[0,L_DE,L_DE+L_CD,L_DE+L_CD+L_FC,L_DE+L_CD+L_BC,L_DE+L_CD+L_BC+L_AB]\n", "Y2=[M_E,M_D,M_C,M_F,M_B,M_A] \n", "Z2=[0,0,0,0,0,0]\n", "plt.plot(X2,Y2,X2,Z2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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"text": [ "" ] } ], "prompt_number": 71 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.14,Page No.105" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "L_DE=L_BC=2.5 #m #Length of DE & BC\n", "L_CD=L_AB=5 #m #Length of CD & AB\n", "F_C=F_B=80 #KN #Pt Load at C & B\n", "w1=16 #KN/m #u.d.l on L_DE\n", "w2=10 #KN/m #u.d.l on L_AB\n", "L=10 #m #Length of beam\n", "\n", "#Calculations\n", "\n", "#LEt R_A and R_D be the reactions at A and D\n", "#R_A+R_D=250\n", "\n", "#Taking moment at A\n", "#M_A=0=w1*L_DE*(L_DE*2**-1+L_CD+L_BC+L_AB)-R_D*(L_CD+L_BC+L_AB)+F_C*(L_BC+L_AB)+F_C*(L_BC+L_AB)+F_B*L_AB+w2*L_AB**2*2**-1\n", "R_D=-(-w1*L_DE*(L_DE*2**-1+L_CD+L_BC+L_AB)-F_C*(L_BC+L_AB)-F_B*(L_AB)-w2*L_AB**2*2**-1)*(L_CD+L_BC+L_AB)**-1\n", "R_A=250-R_D\n", "\n", "#Shear Force Calculations\n", "\n", "#Shear Force at E\n", "V_E=0\n", "\n", "#Shear Force at D\n", "V_D1=-w1*L_DE\n", "V_D2=-w1*L_DE+R_D\n", "\n", "#Shear Force at C\n", "V_C1=V_D2\n", "V_C2=V_D2-F_C\n", "\n", "#Shear Force at B\n", "V_B1=V_C2\n", "V_B2=V_C2-F_B\n", "\n", "#Shear Force at A\n", "V_A1=V_B2-w2*L_AB\n", "V_A2=0\n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at E\n", "M_E=0\n", "\n", "#Bending Moment at D\n", "M_D=-w1*L_DE**2*2**-1\n", "\n", "#Bending Moment at C\n", "M_C=R_D*L_CD-w1*L_DE*(L_DE*2**-1+L_CD)\n", "\n", "#Bending Moment at B\n", "M_B=-w1*L_DE*(L_DE*2**-1+L_CD+L_BC)+R_D*(L_CD+L_BC)-F_C*L_BC\n", "\n", "#Bending Moment at A\n", "M_A=-w1*L_DE*(L_DE*2**-1+L_CD+L_BC+L_AB)+R_D*(L_CD+L_BC+L_AB)-F_C*(L_BC+L_AB)-F_B*L_AB-w2*L_AB**2*2**-1\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_FE,L_FE,L_DE+L_CD,L_DE+L_CD,L_DE+L_CD+L_BC,L_DE+L_CD+L_BC,L_DE+L_CD+L_BC+L_AB,L_DE+L_CD+L_BC+L_AB] \n", "Y1=[V_E,V_D1,V_D2,V_C1,V_C2,V_B1,V_B2,V_A1,V_A2]\n", "Z1=[0,0,0,0,0,0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "X2=[0,L_DE,L_DE+L_CD,L_DE+L_CD+L_BC,L]\n", "Y2=[M_E,M_D,M_C,M_B,M_A] \n", "Z2=[0,0,0,0,0]\n", "plt.plot(X2,Y2,X2,Z2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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"text": [ "" ] } ], "prompt_number": 95 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.15,Page No.105" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "L=8 #m #Length of beam\n", "L_AD=4 #m #Length of AD\n", "w=300 #KN #u.d.l\n", "\n", "#Calculations\n", "\n", "#Let R_A and R_C be the reactions at A and C\n", "#R_A+R_C=300\n", "\n", "#Taking moment at A\n", "#LEt x be the distance from Pt B L_CB=x\n", "#R_C*(L-L_CB)=300*L*2**-1\n", "#R_C=1200*(8-x)**-1\n", "#After substituting values and further simplifying we get\n", "#R_A=300-R_C\n", "#R_A=1200-300*x*(8-x)**-1\n", "\n", "#B.M at D\n", "#M_D=R_A*L_AD-w*2**-1*2=0\n", "\n", "#Now substituting value of R_A we get\n", "#M_D=4*1200-300*x*(8-x)**-1-300=0\n", "\n", "#Further on simplification we get\n", "L_CB=x=600*225**-1\n", "\n", "R_C=1200*(8-x)**-1\n", "R_A=(1200-300*x)*(8-x)**-1\n", "\n", "#Pt of contraflexure\n", "#Let E be the pt and BE=y\n", "#V_E=0=-R_A*2**-1*L_BE+R_C\n", "L_BE=R_C*(R_A*2**-1)**-1\n", "L_AE=L-L_BE\n", "L_AC=L-L_CB\n", "L_EC=L_BE-L_CB\n", "\n", "#Shear Force at B\n", "V_B=0\n", "\n", "#Shear Force at C\n", "V_C1=-w\n", "V_C2=-V_C1+R_C\n", "\n", "#Shear Force at A\n", "V_A=-w+R_C\n", "\n", "#B.M at C\n", "M_C=-w*L_CB\n", "\n", "#B.M at E\n", "M_E=-R_A*L_AE+w*L_AE\n", "\n", "#B.M at A\n", "M_A=0\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_CB,L_CB,L_CB+L_AC,L_CB+L_AC] \n", "Y1=[V_B,V_C1,V_C2,V_A,0]\n", "Z1=[0,0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "X2=[0,L_CB,L_CB+L_EC,L_CB+L_AC]\n", "Y2=[M_B,M_C,M_E,M_A] \n", "Z2=[0,0,0,0]\n", "plt.plot(X2,Y2,X2,Z2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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PJCUlUVRUBEB1dTWbNm2iurqa8vJyCgsLPRHp5ptvZt26ddTU1FBTU0N5ebkZ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\n", 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"text": [ "" ] } ], "prompt_number": 3 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Problem no 4.16,Page No.107" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "%matplotlib inline\n", "\n", "#Initilization of variables\n", "F_C=250 #KN #Pt LOad at C\n", "M_D=120 #KNM #moment at Pt D\n", "w=50 #KN/m #u.d.l 0n L_AD\n", "L_DB=L_BC=2 #m #Length of DB & BC\n", "L_AD=4 #m #Length of AD\n", "L=8 #m #Length of beam\n", "\n", "#Calculations\n", "\n", "#LEt R_A and R_D be the reactions at A and D\n", "#R_A+R_D=450\n", "\n", "#Taking moment at A\n", "#M_A=0=-R_B*(L_DB+L_AD)+M_D+F_C*L+w*L_AD**2*2**-1\n", "R_B=-(-M_D-F_C*L-w*L_AD**2*2**-1)*(L_DB+L_AD)**-1\n", "R_D=450-R_B\n", "\n", "#Shear Force Calculations\n", "\n", "#Shear Force at C\n", "V_C=-F_C\n", "\n", "#Shear Force at B\n", "V_B1=V_C\n", "V_B2=R_B-F_C\n", "\n", "#Shear Force at D\n", "V_D=V_B2\n", "\n", "#Shear Force at A\n", "V_A=-F_C+R_B-w*L_AD\n", "\n", "#Pt of contralfexure\n", "#Let E be the pt and CE=x\n", "#V_E=0=-F_C+R_B-w*(L_EC-L_DB-L_BC)\n", "L_EC=-((+F_C-R_B)*w**-1-L_DB- L_BC)\n", "L_ED=L_EC-L_DB-L_BC\n", "\n", "#Bending Moment Calculations\n", "\n", "#Bending Moment at C\n", "M_C=0\n", "\n", "#Bending Moment at B\n", "M_B=-F_C*L_BC\n", "\n", "#Bending Moment at D\n", "M_D1=-F_C*(L_BC+L_DB)+R_B*L_DB\n", "M_D2=M_D1-M_D\n", "\n", "#Bending Moment at E\n", "M_E=-F_C*L_EC+R_B*(L_ED+L_DB)-w*L_ED**2*2**-1-M_D\n", "\n", "#Bending Moment at A\n", "M_A=0\n", "\n", "#Pt of contraflexure\n", "#Let F be the pt and CF=y\n", "#M_F=0=- F_C*L_FC+R_B*(L_FC-L_BC)-M_D-w*(L_FC-L_DB-L_BC)\n", "#After substituting values and further simplifying we get equation as\n", "#y**2-14.8*y+54.5=0\n", "\n", "a=1\n", "b=-14.8\n", "c=54.4\n", "\n", "X=b**2-4*a*c\n", "\n", "y1=(-b+X**0.5)*(2*a)**-1\n", "y2=(-b-X**0.5)*(2*a)**-1\n", "\n", "#From above two equations y2 is taken into consideration\n", "\n", "#Result\n", "print \"The Shear Force and Bending Moment Diagrams are the results\"\n", "\n", "#Plotting the Shear Force Diagram\n", "\n", "X1=[0,L_BC,L_BC,L_BC+L_DB,L_BC+L_DB+L_AD,L_BC+L_DB+L_AD] \n", "Y1=[V_C,V_B1,V_B2,V_D,V_A,0]\n", "Z1=[0,0,0,0,0,0]\n", "plt.plot(X1,Y1,X1,Z1)\n", "plt.xlabel(\"Length x in m\")\n", "plt.ylabel(\"Shear Force in kN\")\n", "plt.show()\n", "\n", "#Plotting the Bendimg Moment Diagram\n", "\n", "X2=[0,L_BC,L_BC+L_DB,L_BC+L_DB,L_BC+L_DB+L_ED,L_BC+L_DB+L_AD,]\n", "Y2=[M_C,M_B,M_D1,M_D2,M_E,M_A] \n", "Z2=[0,0,0,0,0,0]\n", "plt.plot(X2,Y2,X2,Z2)\n", "plt.xlabel(\"Length in m\")\n", "plt.ylabel(\"Bending Moment in kN.m\")\n", "plt.show()" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Shear Force and Bending Moment Diagrams are the results\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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ELiLit0yfw3j55ZeZOHEiAKWlpdhsNtc+m81GSUlJne1Wq5WSkpJWj1VExJ8F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\nQ0REPPL/AYCLPN0YseBLAAAAAElFTkSuQmCC\n", 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mly2TJwhbS2mp3IiXlianIf39rffaREowa+Pe3r17sWvXLmg0GvTq1Qvdu3e3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\nRkYGAgMD4ePjg9jYWDViO4V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