diff options
Diffstat (limited to 'Mechanics_of_Materials/chapter5.ipynb')
| -rw-r--r-- | Mechanics_of_Materials/chapter5.ipynb | 58 |
1 files changed, 12 insertions, 46 deletions
diff --git a/Mechanics_of_Materials/chapter5.ipynb b/Mechanics_of_Materials/chapter5.ipynb index bd000d63..eded6995 100644 --- a/Mechanics_of_Materials/chapter5.ipynb +++ b/Mechanics_of_Materials/chapter5.ipynb @@ -1,6 +1,7 @@ { "metadata": { - "name": "" + "name": "", + "signature": "sha256:b3fea044fb61246e436e589813425563571ae1bfc62fb47f12dd9ef378e27c6d" }, "nbformat": 3, "nbformat_minor": 0, @@ -27,9 +28,7 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "calculate radius of curvature, curvature & deflection of beam\n", - "\"\"\"\n", + "\n", "\n", "import math\n", "import numpy\n", @@ -79,9 +78,7 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "Evaluate bending moment & maximum bending stress in the wire\n", - "\"\"\"\n", + "\n", "\n", "import math \n", "\n", @@ -124,9 +121,7 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "find maximum tensile and compressive stress in the beam\n", - "\"\"\"\n", + "\n", "\n", "import math \n", "\n", @@ -175,9 +170,7 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "because of uniform load in the beam, calculate maximum tensile & compressive stress\n", - "\"\"\"\n", + "\n", "\n", "import math \n", "\n", @@ -254,9 +247,7 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "choose a suitable size for the beam\n", - "\"\"\"\n", + "\n", "\n", "import math \n", "\n", @@ -302,9 +293,6 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "find min. req. diameter of the woodpost & req. outer diameter of aluminum tube\n", - "\"\"\"\n", "\n", "import math\n", "\n", @@ -352,9 +340,7 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "evaluate and select a structural steel beam of wide-flange shape to support the loads\n", - "\"\"\"\n", + "\n", "\n", "import math \n", "\n", @@ -405,9 +391,6 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "find min. req. dimension of the posts\n", - "\"\"\"\n", "\n", "import math\n", "\n", @@ -448,9 +431,7 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "find normal & shear stress at point C\n", - "\"\"\"\n", + "\n", "\n", "import math \n", "\n", @@ -498,9 +479,7 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "calculate max. permissible value\n", - "\"\"\"\n", + "\n", "\n", "import math\n", "\n", @@ -544,9 +523,7 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "evaluate max. shear stress in the pole & diameter of solid pole\n", - "\"\"\"\n", + "\n", "\n", "import math\n", "\n", @@ -592,9 +569,6 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "maximum shear stress, minimum shear stress, and total shear force in the web.\n", - "\"\"\"\n", "\n", "import math\n", "\n", @@ -644,9 +618,7 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "find shear stress at top of the web\n", - "\"\"\"\n", + "\n", "\n", "import math \n", "\n", @@ -699,9 +671,6 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "maximum permissible longitudinal spacing of the screws\n", - "\"\"\"\n", "\n", "import math \n", "\n", @@ -746,9 +715,6 @@ "cell_type": "code", "collapsed": false, "input": [ - "\"\"\"\n", - "maximum tensile and compressive stress in the beam\n", - "\"\"\"\n", "\n", "import math \n", "\n", |