{ "metadata": { "name": "", "signature": "sha256:a91d8543aecc1fd44cfae5fb69812b5536263b0841045f12cbdb74f6f431640e" }, "nbformat": 3, "nbformat_minor": 0, "worksheets": [ { "cells": [ { "cell_type": "heading", "level": 1, "metadata": {}, "source": [ "Chapter10-Stresses in a Soil Mass" ] }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Ex1-pg257" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "#principal stress and normal stresses and shear stresses\n", "##initialisation of variables\n", "sx= 2000. ##lb/ft^3\n", "sy= 2500. ##lb/ft^3\n", "T= 800. ##lb/ft^3\n", "t= 0.348##radians\n", "##calculations\n", "s1= (sx+sy)/2.+math.sqrt(((sy-sx)/2.)**2+T**2)\n", "s2= (sx+sy)/2.-math.sqrt(((sy-sx)/2.)**2+T**2)\n", "sn= (sx+sy)/2.+(sy-sx)*math.cos(2.*t)/2.-T*math.sin(2*t)\n", "Tn= (sy-sx)*math.sin(2.*t)/2.+T*math.cos(2*t)\n", "##results\n", "print'%s %.2f %s'% ('principle stress s1 = ',s1,' lb/ft^3 ')\n", "print'%s %.2f %s'% ('principle stress s2 = ',s2,' lb/ft^3 ')\n", "print'%s %.2f %s'% ('normal stress = ',sn,' lb/ft^3 ')\n", "print'%s %.2f %s'% ('shear stress = ',Tn,' lb/ft^3 ')\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "principle stress s1 = 3088.15 lb/ft^3 \n", "principle stress s2 = 1411.85 lb/ft^3 \n", "normal stress = 1928.93 lb/ft^3 \n", "shear stress = 774.22 lb/ft^3 \n" ] } ], "prompt_number": 1 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Ex3-pg262" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math\n", "#calculate vertical stress increase\n", "##initialisation of variables\n", "x= 3. ##m\n", "y= 4. ##m\n", "P= 5. ##kN\n", "z= 2. ##m\n", "##calculations\n", "r= math.sqrt(x**2+y**2)\n", "k= r/z\n", "I= 3./(2.*math.pi*((r/z)**2+1)**2.5)\n", "s= P*I/z**2\n", "##results\n", "print'%s %.4f %s'% ('verticle stress increase at 2m = ',s,' kN/m^3 ')\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "verticle stress increase at 2m = 0.0042 kN/m^3 \n" ] } ], "prompt_number": 2 } ], "metadata": {} } ] }