Differences

This shows you the differences between two versions of the page.

--- apply_simply_supported_restraint [2015/07/01 15:01] – will
+++ apply_simply_supported_restraint [2017/07/11 12:39] (current) – removed zach
@@ Line 1: / Line 1: @@
-=====Applying Simply Supported Restraint to a Beam=====
-A simply supported boundary condition can be modelled several ways in Scan&Solve.  This document will cover two methods of going about this. Both methods will allow for rotation to occur at the ends of the beams.  In both cases, a 1.0 kN scalar force was applied to the top face of the I-beam.
-====Example 1: Restrain neutral axis on ends of beam====
-The first method  will be a slightly less accurate representation, but easier to set up.  This case restrains all displacements along the neutral axis of each end.
-{{ simply_supported_neutral_load.png?500 }}
-{{ simply_supported_neutral_result.png?500 }}
-====Example 2: Apply equilibrium loads and restrain edge in middle of beam====
-This edmes
-{{ simply_supported_eqlib_load.png?500 }}
-{{ simply_supported_eqlib_result.png?500 }}