Added(A)/Deleted(D) following books

 A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter11.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter12.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter13.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter14.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter15.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter16.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter18.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter19.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter2.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter20.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter21.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter22.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter23.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter5.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter6.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter8.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/Chapter9.ipynb
A  Electrical_&_Electronic_Systems_by_Neil_Storey/screenshots/pic1.png
A  Electrical_&_Electronic_Systems_by_Neil_Storey/screenshots/pic2.png
A  Electrical_&_Electronic_Systems_by_Neil_Storey/screenshots/pic3.png
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter10_67BmtXx.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter10_LGPoR7F.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter10_PDCS2qh.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter10_lNjLAte.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter10_n5s4jXl.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter10_npy5vv0.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter10_pjpRgex.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter11_IE4byFL.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter11_RAQoou9.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter11_VcicGy5.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter11_hoqMFBX.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter11_iBTGbp8.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter11_k1rTVhh.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter11_nGrFEGY.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter11_pfzLlc6.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter1_1FJHa67.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter1_2wryDDQ.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter1_BuZVTIP.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter1_UCsno1y.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter1_Yd7uN6t.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter1_bGP3Wsd.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter1_pFJzyF5.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter2_242icmu.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter2_Rcy1wii.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter2_TvxYpxT.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter2_VU0Vuul.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter2_Xiz19Ms.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter2_rAG8C10.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter2_xUN650b.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter3_0WKL8dM.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter3_BsRbQCe.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter3_IF7BAbT.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter3_Qh2uphO.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter3_WS64jkH.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter3_aM1BqRM.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter3_tEQK8Lr.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter4_0E18xYL.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter4_4P7HQZZ.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter4_8GR2j3i.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter4_KE5ki12.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter4_LmrwpIC.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter4_ZuWrQKN.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter4_wUtoaip.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter5_0Ke5Vhq.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter5_23aeJMe.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter5_4a14Khd.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter5_eftppGy.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter5_jOQv5Ua.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter5_m75AW4e.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter5_mZ9916M.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter6_2OboaPO.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter6_Cf1Ae70.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter6_IZI7GIy.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter6_TRm6El0.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter6_WfVJQIc.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter6_Z5dEk19.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter6_z9FlTqT.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter8_6BR5OK6.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter8_FV7Jgrb.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter8_Q79Sp1O.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter8_Qhj9HPA.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter8_fBoE3j3.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter8_mFOxHz2.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter8_zNY63b3.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter9_039FJN6.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter9_0AhnrOb.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter9_8K1gGKx.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter9_E4M5MRA.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter9_Ivqhz8T.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter9_ZSvbidk.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter9_u7ekl0N.ipynb
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/screenshots/ch1_mHmqCLQ.png
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/screenshots/ch_9_UicjBqW.png
A  MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/screenshots/ch_xk3ylh6.png
A  basic_electrical_engineering_by_nagsarkar_and_sukhija/Chapter2_eh02mMg.ipynb
A  basic_electrical_engineering_by_nagsarkar_and_sukhija/Chapter4_QnODdtI.ipynb
A  basic_electrical_engineering_by_nagsarkar_and_sukhija/Chapter5_IwMblyq.ipynb
A  basic_electrical_engineering_by_nagsarkar_and_sukhija/chapter11_nHcyQSN.ipynb
A  basic_electrical_engineering_by_nagsarkar_and_sukhija/chapter1_ivpTi0v.ipynb
A  basic_electrical_engineering_by_nagsarkar_and_sukhija/chapter3.ipynb
A  basic_electrical_engineering_by_nagsarkar_and_sukhija/chapter6_7Vcvq3x.ipynb
A  basic_electrical_engineering_by_nagsarkar_and_sukhija/chapter7_Iro5ijO.ipynb
A  basic_electrical_engineering_by_nagsarkar_and_sukhija/chapter8_dRxKPQv.ipynb
A  basic_electrical_engineering_by_nagsarkar_and_sukhija/chapter9_QP9exWK.ipynb
A  basic_electrical_engineering_by_nagsarkar_and_sukhija/screenshots/chap1_gG9EuuG.png
A  basic_electrical_engineering_by_nagsarkar_and_sukhija/screenshots/chapter2_RW9JXUw.png
A  basic_electrical_engineering_by_nagsarkar_and_sukhija/screenshots/chapter6_kNIRtlM.png

1 files changed, 654 insertions, 0 deletions

diff --git a/MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter11_VcicGy5.ipynb b/MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter11_VcicGy5.ipynb
new file mode 100644
index 00000000..06fa6f21
--- /dev/null
+++ b/MECHANICS_OF_SOLIDS_by_S.S._Bhavikatti/Chapter11_VcicGy5.ipynb
@@ -0,0 +1,654 @@
+{
+ "cells": [
+  {
+   "cell_type": "markdown",
+   "metadata": {},
+   "source": [
+    "# Chapter11-PRINCIPAL STRESSES AND STRAINS"
+   ]
+  },
+  {
+   "cell_type": "markdown",
+   "metadata": {},
+   "source": [
+    "# example 11.2 page number 352"
+   ]
+  },
+  {
+   "cell_type": "code",
+   "execution_count": 1,
+   "metadata": {
+    "collapsed": false
+   },
+   "outputs": [
+    {
+     "name": "stdout",
+     "output_type": "stream",
+     "text": [
+      "(a) P= 14726.22 N\n",
+      "(b) P= -44178.65 N compressive\n",
+      "Material fails because of maximum shear and not by axial compression.\n",
+      "P= 24544.0 N\n",
+      "The plane of qmax is at 45° to the plane of px. \n"
+     ]
+    }
+   ],
+   "source": [
+    "from math import sqrt,pi\n",
+    "\n",
+    "#A material has strength in tension, compression and shear as 30N/mm2, 90 N/mm2 and 25 N/mm2, respectively. If a specimen of diameter 25 mm is tested in tension and compression identity the failure surfaces and loads. \n",
+    "\n",
+    "#variable declaration\n",
+    "\n",
+    "#In tension: Let axial direction be x direction. Since it is uniaxial loading, py  = 0, q = 0 and only px exists.when the material is subjected to full tensile stress, px = 30 N/mm^2.\n",
+    "\n",
+    "pt=float(30)\n",
+    "pc=float(90)\n",
+    "ps=float(25)\n",
+    "\n",
+    "d=float(25)\n",
+    "px=float(30)         #N/mm^2\n",
+    "py=0\n",
+    "q=0\n",
+    "p1=(px+py)/2+sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "\n",
+    "p2=(px+py)/2-sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "\n",
+    "qmax=(px-py)/2\n",
+    "\n",
+    "#Hence failure criteria is normal stress p1\n",
+    "\n",
+    "A=pi*pow(d,2)/4\n",
+    "\n",
+    "#Corresponding load P is obtained by\n",
+    "p=p1\n",
+    "P=p1*A\n",
+    "\n",
+    "print \"(a) P=\",round(P,2),\"N\"\n",
+    "\n",
+    "#In case of compression test,\n",
+    "\n",
+    "px=-pc\n",
+    "py=q=0\n",
+    "\n",
+    "P=-px*A\n",
+    "\n",
+    "print \"(b) P=\",round((-P),2),\"N compressive\"\n",
+    "\n",
+    "#at this stage\n",
+    "\n",
+    "qmax=sqrt((pow((px-py)/2,2))+pow(q,2))\n",
+    "\n",
+    "print \"Material fails because of maximum shear and not by axial compression.\"\n",
+    "qmax=25\n",
+    "px=2*qmax\n",
+    "\n",
+    "P=px*A\n",
+    "print\"P=\",round(P),\"N\"\n",
+    "print \"The plane of qmax is at 45° to the plane of px. \"\n"
+   ]
+  },
+  {
+   "cell_type": "markdown",
+   "metadata": {},
+   "source": [
+    "# example 11.3 page number 354"
+   ]
+  },
+  {
+   "cell_type": "code",
+   "execution_count": 2,
+   "metadata": {
+    "collapsed": false
+   },
+   "outputs": [
+    {
+     "name": "stdout",
+     "output_type": "stream",
+     "text": [
+      "pn= 30.0 N/mm^2\n",
+      "pt= 86.6 N/mm^2\n",
+      "p= 91.65 N/mm^2\n",
+      "alpha= 19.1 °\n"
+     ]
+    }
+   ],
+   "source": [
+    "#The direct stresses at a point in the strained material are 120 N/mm2 compressive and 80 N/mm2 tensile. There is no shear stress.\n",
+    "\n",
+    "from math import sqrt,cos,sin,atan,pi\n",
+    "#variable declaration\n",
+    "\n",
+    "#The plane AC makes 30° (anticlockwise) to the plane of px (y-axis). Hence theta= 30°. px = 80 N/mm^2 py = – 120 N/mm^2 ,q = 0\n",
+    "\n",
+    "px=float(80)\n",
+    "py=float(-120)\n",
+    "q=float(0)\n",
+    "theta=30\n",
+    "pn=((px+py)/2)+((px-py)/2)*cos(2*theta*pi/180)+q*sin(2*theta*pi/180)\n",
+    "\n",
+    "print\"pn=\",round(pn),\"N/mm^2\"\n",
+    "\n",
+    "pt=((px-py)/2)*sin(2*theta*pi/180)-q*cos(2*theta*pi/180)\n",
+    "\n",
+    "print\"pt=\",round(pt,1),\"N/mm^2\"\n",
+    "p=sqrt(pow(pn,2)+pow(pt,2))\n",
+    "\n",
+    "print\"p=\",round(p,2),\"N/mm^2\"\n",
+    "\n",
+    "alpha=atan(pn/pt)*180/pi\n",
+    "\n",
+    "print \"alpha=\", round(alpha,1),\"°\"\n"
+   ]
+  },
+  {
+   "cell_type": "markdown",
+   "metadata": {},
+   "source": [
+    "# example 11.4 page number 355"
+   ]
+  },
+  {
+   "cell_type": "code",
+   "execution_count": 3,
+   "metadata": {
+    "collapsed": false
+   },
+   "outputs": [
+    {
+     "name": "stdout",
+     "output_type": "stream",
+     "text": [
+      "theta= 37.98 ° and  127.98 °\n",
+      "p1= 278.08 N/mm^2\n",
+      "p2= 71.92 N/mm^2\n",
+      "qmax= 103.08 N/mm^2\n"
+     ]
+    }
+   ],
+   "source": [
+    "from math import sqrt,cos,sin,atan,pi\n",
+    "#variable declaration\n",
+    "#Let the principal plane make anticlockwise angle theta with the plane of px with y-axis. Then\n",
+    "\n",
+    "px=float(200)                    #N/mm^2\n",
+    "py=float(150)                    #N/mm^2\n",
+    "q=float(100)                     #N/mm^2\n",
+    "\n",
+    "theta1=(atan((2*q)/(px-py))*180)/(pi*2)                        \n",
+    "theta2=90+theta1\n",
+    "print\"theta=\",round(theta1,2),\"°\" \" and \",round(theta2,2),\"°\"\n",
+    "\n",
+    "p1=(px+py)/2+sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "\n",
+    "print \"p1=\",round(p1,2),\"N/mm^2\"\n",
+    "\n",
+    "p2=(px+py)/2-sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "\n",
+    "print \"p2=\",round(p2,2),\"N/mm^2\"\n",
+    "\n",
+    "qmax=sqrt((pow((px-py)/2,2))+pow(q,2))\n",
+    "\n",
+    "print\"qmax=\",round(qmax,2),\"N/mm^2\"\n"
+   ]
+  },
+  {
+   "cell_type": "markdown",
+   "metadata": {},
+   "source": [
+    "# example 11.5 page number 356"
+   ]
+  },
+  {
+   "cell_type": "code",
+   "execution_count": 4,
+   "metadata": {
+    "collapsed": false
+   },
+   "outputs": [
+    {
+     "name": "stdout",
+     "output_type": "stream",
+     "text": [
+      "p1= 82.8 N/mm^2\n",
+      "p2= -62.8 N/mm^2\n",
+      "qmax= 72.8 N/mm^2\n",
+      "theta= 7.97 ° and  97.97 °\n",
+      "theta'= 37.03 ° and= 52.97 °\n",
+      "answer in book is wrong\n"
+     ]
+    }
+   ],
+   "source": [
+    "\n",
+    "from math import sqrt,cos,sin,atan,pi\n",
+    "#variable declaration\n",
+    "#Let the principal plane make anticlockwise angle theta with the plane of px with y-axis. Then\n",
+    "\n",
+    "px=float(80)                    #N/mm^2\n",
+    "py=float(-60)                    #N/mm^2\n",
+    "q=float(20)                     #N/mm^2\n",
+    "\n",
+    "\n",
+    "p1=(px+py)/2+sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "\n",
+    "print \"p1=\",round(p1,2),\"N/mm^2\"\n",
+    "\n",
+    "p2=(px+py)/2-sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "\n",
+    "print \"p2=\",round(p2,2),\"N/mm^2\"\n",
+    "\n",
+    "qmax=sqrt((pow((px-py)/2,2))+pow(q,2))\n",
+    "\n",
+    "print\"qmax=\",round(qmax,2),\"N/mm^2\"\n",
+    "\n",
+    "#let theta be the inclination of principal stress to the plane of px.\n",
+    "\n",
+    "\n",
+    "theta1=(atan((2*q)/(px-py))*180)/(pi*2)                        \n",
+    "theta2=90+theta1\n",
+    "print\"theta=\",round(theta1,2),\"°\" \" and \",round(theta2,2),\"°\"\n",
+    "\n",
+    "#Planes of maximum shear make 45° to the above planes.\n",
+    "theta11=45-theta1\n",
+    "theta22=theta2-45\n",
+    "print\"theta'=\",round(theta11,2),\"°\",\"and=\",round(theta22,2),\"°\"\n",
+    "\n",
+    "print\"answer in book is wrong\""
+   ]
+  },
+  {
+   "cell_type": "markdown",
+   "metadata": {},
+   "source": [
+    "# example 11.6 page number 357"
+   ]
+  },
+  {
+   "cell_type": "code",
+   "execution_count": 5,
+   "metadata": {
+    "collapsed": false
+   },
+   "outputs": [
+    {
+     "name": "stdout",
+     "output_type": "stream",
+     "text": [
+      "p1= -35.96 N/mm^2\n",
+      "p2= -139.04 N/mm^2\n",
+      "qmax= 51.54 N/mm^2\n",
+      "theta= 37.98 ° and  127.98 °\n"
+     ]
+    }
+   ],
+   "source": [
+    "from math import sqrt,cos,sin,atan,pi\n",
+    "#variable declaration\n",
+    "#Let the principal plane make anticlockwise angle theta with the plane of px with y-axis. Then\n",
+    "\n",
+    "px=float(-100)                    #N/mm^2\n",
+    "py=float(-75)                    #N/mm^2\n",
+    "q=float(-50)                     #N/mm^2\n",
+    "\n",
+    "\n",
+    "p1=(px+py)/2+sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "\n",
+    "print \"p1=\",round(p1,2),\"N/mm^2\"\n",
+    "\n",
+    "p2=(px+py)/2-sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "\n",
+    "print \"p2=\",round(p2,2),\"N/mm^2\"\n",
+    "\n",
+    "qmax=sqrt((pow((px-py)/2,2))+pow(q,2))\n",
+    "\n",
+    "print\"qmax=\",round(qmax,2),\"N/mm^2\"\n",
+    "\n",
+    "#let theta be the inclination of principal stress to the plane of px.\n",
+    "\n",
+    "\n",
+    "theta1=(atan((2*q)/(px-py))*180)/(pi*2)                        \n",
+    "theta2=90+theta1\n",
+    "print\"theta=\",round(theta1,2),\"°\" \" and \",round(theta2,2),\"°\"\n"
+   ]
+  },
+  {
+   "cell_type": "markdown",
+   "metadata": {},
+   "source": [
+    "# example 11.7 page number 358"
+   ]
+  },
+  {
+   "cell_type": "code",
+   "execution_count": 6,
+   "metadata": {
+    "collapsed": false
+   },
+   "outputs": [
+    {
+     "name": "stdout",
+     "output_type": "stream",
+     "text": [
+      "(i) p1= 131.07 N/mm^2\n",
+      "p2= -81.07 N/mm^2\n",
+      "(ii) qmax= 106.07 N/mm^2\n",
+      "theta= -22.5 ° clockwise\n",
+      "theta2= 22.5 °\n",
+      "p= 108.97 N/mm^2\n",
+      "phi= 13.3 °\n",
+      "mitake in book answer is wrong\n"
+     ]
+    }
+   ],
+   "source": [
+    "from math import sqrt,cos,sin,atan,pi\n",
+    "#variable declaration\n",
+    "#Let the principal plane make anticlockwise angle theta with the plane of px with y-axis. Then\n",
+    "\n",
+    "px=float(-50)                    #N/mm^2\n",
+    "py=float(100)                    #N/mm^2\n",
+    "q=float(75)                     #N/mm^2\n",
+    "\n",
+    "\n",
+    "p1=(px+py)/2+sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "\n",
+    "print \"(i) p1=\",round(p1,2),\"N/mm^2\"\n",
+    "\n",
+    "p2=(px+py)/2-sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "\n",
+    "print \"p2=\",round(p2,2),\"N/mm^2\"\n",
+    "\n",
+    "qmax=sqrt((pow((px-py)/2,2))+pow(q,2))\n",
+    "\n",
+    "print\"(ii) qmax=\",round(qmax,2),\"N/mm^2\"\n",
+    "\n",
+    "#let theta be the inclination of principal stress to the plane of px.\n",
+    "\n",
+    "\n",
+    "theta1=(atan((2*q)/(px-py))*180)/(pi*2)                        \n",
+    "\n",
+    "print\"theta=\",round(theta1,2),\"°\" \" clockwise\"\n",
+    "\n",
+    "#Plane of maximum shear makes 45° to it \n",
+    "\n",
+    "theta2=theta1+45\n",
+    "print\"theta2=\",round(theta2,2),\"°\" \n",
+    "\n",
+    "#Normal stress on this plane is given by\n",
+    "\n",
+    "pn=((px+py)/2)+((px-py)/2)*cos(2*theta2*pi/180)+q*sin(2*theta2*pi/180)\n",
+    "\n",
+    "pt=qmax\n",
+    "\n",
+    "#Resultant stress\n",
+    "p=sqrt(pow(pn,2)+pow(pt,2))\n",
+    "\n",
+    "print \"p=\",round(p,2),\"N/mm^2\"\n",
+    "\n",
+    "#Let ‘p’ make angle phi to tangential stress (maximum shear stress plane). \n",
+    "\n",
+    "phi=atan(pn/pt)*180/pi\n",
+    "\n",
+    "print \"phi=\",round(phi,1),\"°\"\n",
+    "\n",
+    "#there is mistake in book\n",
+    "print\"mitake in book answer is wrong\""
+   ]
+  },
+  {
+   "cell_type": "markdown",
+   "metadata": {},
+   "source": [
+    "# example 11.9 page number 361"
+   ]
+  },
+  {
+   "cell_type": "code",
+   "execution_count": 7,
+   "metadata": {
+    "collapsed": false
+   },
+   "outputs": [
+    {
+     "name": "stdout",
+     "output_type": "stream",
+     "text": [
+      " p1= 0.17 N/mm^2\n",
+      " p2= -84.17 N/mm^2\n"
+     ]
+    }
+   ],
+   "source": [
+    "from math import sqrt\n",
+    "\n",
+    "#variable declaration\n",
+    "\n",
+    "w=float(100)                   #wide of rectangular beam,mm\n",
+    "h=float(200)                   #height or rectangular beam dude,mm\n",
+    "\n",
+    "I=w*pow(h,3)/12\n",
+    "\n",
+    "#At point A, which is at 30 mm below top fibre \n",
+    "y=100-30\n",
+    "M=float(80*1000000)            #sagging moment,KN-m\n",
+    "\n",
+    "fx=M*y/I\n",
+    "\n",
+    "px=-fx\n",
+    "F=float(100*1000 )            #shear force,N\n",
+    "b=float(100)\n",
+    "A=b*30\n",
+    "y1=100-15\n",
+    "\n",
+    "q=(F*(A*y1))/(b*I)     #shearing stress,N/mm^2\n",
+    "\n",
+    "py=0\n",
+    "p1=(px+py)/2+sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "p2=(px+py)/2-sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "print \" p1=\",round(p1,2),\"N/mm^2\"\n",
+    "print \" p2=\",round(p2,2),\"N/mm^2\""
+   ]
+  },
+  {
+   "cell_type": "markdown",
+   "metadata": {},
+   "source": [
+    "# example 11.10 page number 362\n",
+    " "
+   ]
+  },
+  {
+   "cell_type": "code",
+   "execution_count": 8,
+   "metadata": {
+    "collapsed": false
+   },
+   "outputs": [
+    {
+     "name": "stdout",
+     "output_type": "stream",
+     "text": [
+      "(i) p1= 0.8333 N/mm^2\n",
+      " p2= -0.8333 N/mm^2\n",
+      "theta= 45.0 °  and  135.0 °\n",
+      "(ii) p1= 0.0122 N/mm^2\n",
+      " p2= -32.4196 N/mm^2\n",
+      "theta= -1.0 °  and  89.0 °\n",
+      "mistake in book\n",
+      "(iii) p1= 0.0 N/mm^2\n",
+      " p2= -64.8148 N/mm^2\n",
+      "theta= -0.0 °  and  90.0 °\n"
+     ]
+    }
+   ],
+   "source": [
+    "from math import sqrt,atan\n",
+    "\n",
+    "P1=float(20)                        #vertical loading from A at distance of 1m,KN.\n",
+    "P2=float(20)                        #vertical loading from A at distance of 2m,KN.\n",
+    "P3=float(20)                        #vertical loading from A at distance of 3m,KN.\n",
+    "Ra=(P1+P2+P3)/2              #Due to symmetry\n",
+    "\n",
+    "Rb=Ra                         \n",
+    "#At section 1.5 m from A\n",
+    "F=(Ra-P1)*1000\n",
+    "M=float((Ra*1.5-P1*0.5)*1000000)\n",
+    "b=float(100)\n",
+    "h=float(180)\n",
+    "\n",
+    "I=float((b*pow(h,3))/12)\n",
+    "\n",
+    "# Bending stress \n",
+    "#f=M*y/I\n",
+    "y11=0\n",
+    "f1=(-1)*M*y11/I\n",
+    "y22=45\n",
+    "f2=(-1)*M*y22/I\n",
+    "y33=90\n",
+    "f3=(-1)*M*y33/I\n",
+    "#Shearing stress at a fibre ‘y’ above N–A is\n",
+    "#q=(F/(b*I))*(A*y1)\n",
+    "#at y=0,\n",
+    "y1=45\n",
+    "A1=b*90\n",
+    "q1=(F/(b*I))*(A1*y1)\n",
+    "#at y=45\n",
+    "y2=float(90-45/2)\n",
+    "A2=b*45\n",
+    "q2=(F/(b*I))*(A2*y2)\n",
+    "#at y=90\n",
+    "q3=0\n",
+    "\n",
+    "#(a) At neutral axis (y = 0) : The element is under pure shear \n",
+    "\n",
+    "py=0\n",
+    "\n",
+    "p1=(f1+py)/2+sqrt(pow(((f1-py)/2),2)+pow(q1,2))\n",
+    "\n",
+    "p2=(f1+py)/2-sqrt(pow(((f1-py)/2),2)+pow(q1,2))\n",
+    "print \"(i) p1=\",round(p1,4),\"N/mm^2\"\n",
+    "print \" p2=\",round(p2,4),\"N/mm^2\"\n",
+    "\n",
+    "theta1=45\n",
+    "theta2=theta1+90\n",
+    "print\"theta=\",round(theta1),\"°\",\" and \",round(theta2),\"°\"\n",
+    "\n",
+    "#(b) At (y = 45)\n",
+    "py=0 \n",
+    "\n",
+    "p1=(f2+py)/2+sqrt(pow(((f2-py)/2),2)+pow(q2,2))\n",
+    "\n",
+    "p2=(f2+py)/2-sqrt(pow(((f2-py)/2),2)+pow(q2,2))\n",
+    "print \"(ii) p1=\",round(p1,4),\"N/mm^2\"\n",
+    "print \" p2=\",round(p2,4),\"N/mm^2\"\n",
+    "\n",
+    "thetab1=(atan((2*q2)/(f2-py))*180)/(pi*2)\n",
+    "thetab2=thetab1+90\n",
+    "print\"theta=\",round(thetab1),\"°\",\" and \",round(thetab2),\"°\"\n",
+    "#mistake in book\n",
+    "print\"mistake in book\"\n",
+    "\n",
+    "#(c) At Y=90\n",
+    "\n",
+    "py=0\n",
+    "\n",
+    "p1=(f3+py)/2+sqrt(pow(((f3-py)/2),2)+pow(q3,2))\n",
+    "\n",
+    "p2=(f3+py)/2-sqrt(pow(((f3-py)/2),2)+pow(q3,2))\n",
+    "print \"(iii) p1=\",round(p1,4),\"N/mm^2\"\n",
+    "print \" p2=\",round(p2,4),\"N/mm^2\"\n",
+    "\n",
+    "thetac1=(atan((2*q3)/(f3-py))*180)/(pi*2)\n",
+    "thetac2=thetac1+90\n",
+    "print\"theta=\",round(thetac1),\"°\",\" and \",round(thetac2),\"°\""
+   ]
+  },
+  {
+   "cell_type": "markdown",
+   "metadata": {},
+   "source": [
+    "# example 11.11 page number 364\n"
+   ]
+  },
+  {
+   "cell_type": "code",
+   "execution_count": 9,
+   "metadata": {
+    "collapsed": false
+   },
+   "outputs": [
+    {
+     "name": "stdout",
+     "output_type": "stream",
+     "text": [
+      " p1= 5.21 N/mm^2\n",
+      " p2= -107.56 N/mm^2\n",
+      "qmax= 56.38 N/mm^2\n"
+     ]
+    }
+   ],
+   "source": [
+    "from math import sqrt\n",
+    "\n",
+    "#variable declaration\n",
+    "L=float(6)                     #m\n",
+    "w=float(60)                    #uniformly distributed load,KN/m\n",
+    "Rs=L*w/2                       #Reaction at support,KN\n",
+    "\n",
+    "#Moment at 1.5 m from support\n",
+    "M =float( Rs*1.5-(w*pow(1.5,2)/2))\n",
+    "#Shear force at 1.5 m from support \n",
+    "F=Rs-1.5*w\n",
+    "\n",
+    "B=float(200)                   #width of I-beam,mm\n",
+    "H=float(400)                   #height or I-beam,mm\n",
+    "b=float(190)\n",
+    "h=float(380)\n",
+    "I= (B*pow(H,3)/12)-(b*pow(h,3)/12)\n",
+    "\n",
+    "#Bending stress at 100 mm above N–A\n",
+    "y=100\n",
+    "\n",
+    "f=M*1000000*y/I\n",
+    "\n",
+    "#Thus the state of stress on an element at y = 100 mm, as px = f,py=0\n",
+    "px=-f\n",
+    "py=0\n",
+    "A=200*10*195+10*90*145\n",
+    "q=(F*1000*(A))/(10*I)     #shearing stress,N/mm^2\n",
+    "\n",
+    "p1=(px+py)/2+sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "p2=(px+py)/2-sqrt(pow(((px-py)/2),2)+pow(q,2))\n",
+    "print \" p1=\",round(p1,2),\"N/mm^2\"\n",
+    "print \" p2=\",round(p2,2),\"N/mm^2\"\n",
+    "\n",
+    "\n",
+    "qmax=sqrt((pow((px-py)/2,2))+pow(q,2))\n",
+    "\n",
+    "print\"qmax=\",round(qmax,2),\"N/mm^2\"\n"
+   ]
+  }
+ ],
+ "metadata": {
+  "kernelspec": {
+   "display_name": "Python [Root]",
+   "language": "python",
+   "name": "Python [Root]"
+  },
+  "language_info": {
+   "codemirror_mode": {
+    "name": "ipython",
+    "version": 2
+   },
+   "file_extension": ".py",
+   "mimetype": "text/x-python",
+   "name": "python",
+   "nbconvert_exporter": "python",
+   "pygments_lexer": "ipython2",
+   "version": "2.7.12"
+  }
+ },
+ "nbformat": 4,
+ "nbformat_minor": 0
+}