From ee3680bf8e25c71ae372a9be833c28c11687d9ad Mon Sep 17 00:00:00 2001 From: Ryan Latture Date: Thu, 12 Nov 2015 18:32:21 -0800 Subject: [PATCH] Removed equations and replaced with code snippets. --- README.md | 8 ++++---- 1 file changed, 4 insertions(+), 4 deletions(-) diff --git a/README.md b/README.md index 054c8cf..c14bc30 100644 --- a/README.md +++ b/README.md @@ -29,12 +29,12 @@ The latter of which ties to nodes together via a linear springs between all tran The `fea::Options` struct can be used to request results of the analysis be written to disk as well as modify various aspect of the analysis. #### Forming the job #### -The job defines the nodal coordinates in \f$(x, y, z)\f$ space, +The job defines the nodal coordinates in ``(x, y, z)`` space, the nodes that are connected to form beam elements, and the elemental properties. -The nodal coordinates are formed as a vector of `fea::Node`'s where each node simply contains the \f$(x, y, z)\f$ coordinates of the point. +The nodal coordinates are formed as a vector of `fea::Node`'s where each node simply contains the `(x, y, z)` coordinates of the point. An element contains the 2 nodal indices that are connected to form the element as well as the associated properties of the element. -The properties must define the extensional stiffness, \f$EA\f$, bending stiffness parallel to the local z-axis \f$EI_{z}\f$, -bending stiffness parallel to the local y-axis\f$EI_{y}\f$, the torsional stiffness, \f$GJ\f$, and a vector pointing along the beam elements local y-axis. +The properties must define the extensional stiffness, `EA`, bending stiffness parallel to the local z-axis `EIz`, +bending stiffness parallel to the local y-axis `EIy`, the torsional stiffness, `GJ`, and a vector pointing along the beam elements local y-axis. An example forming a simple job with a single element is shown below. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~{.cpp}