template/book/basics/steel/explanation_cross_sectional_quantities.ipynb

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"# Explanation cross sectional properties\n",
"\n",
"## Castellated beams IPE/HEA/HEB\n",
"```{figure} Images/moment_of_inertia.png\n",
"---\n",
"align: left\n",
"---\n",
"```\n",
"\n",
"### The carthesian coordinate system\n",
"In this coordinate system the axes are defined as follows: \n",
"x-axis: length axis of the element \n",
"y-axis: cross product of x and z axis \n",
"z-axis: downward axis\n",
"\n",
"| Name | Structural Mechanics | NEN-EN 1993 |\n",
"|--------------------------------------------|------------------------- | ----------------------------------------------|\n",
"| Moment of inertia around y-axis (Resistance against moments in x-z plane) | $I_{zz}$ | $I_{y}$ |\n",
"| Moment of inertia around z-axis (Resistance against moments in x-y plane ) | $I_{yy}$ | $I_{z}$ |\n",
"| Section modulus around y-axis (Resistance against moments in x-z plane) | $W_{zz}$ | $W_{y}$ |\n",
"| Section modulus around z-axis (Resistance against moments in x-y plane) | $W_{yy}$ | $W_{z}$ |\n",
"\n",
"\n",
"## Top hat beams\n",
"```{figure} Images/radius_of_gyration.png\n",
"---\n",
"align: left\n",
"---\n",
"```\n",
"\n",
"The radius of gyration is needed to determine the slenderness of a structure. When the radius of gyration and the buckling curve are known, the buckling force can be determined.\n",
"\n",
"Radius of gyration around strong axis (y-axis) \n",
"$ i_y = \\sqrt{\\frac{I_y}{A}} $\n",
"\n",
"Radius of gyration around weak axis (z-axis) \n",
"$ i_z = \\sqrt{\\frac{I_z}{A}} $"
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