apply_simply_supported_restraint
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Table of Contents
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.
Example 2: Apply equilibrium loads and restrain edge in middle of beam
apply_simply_supported_restraint.1435784501.txt.gz ยท Last modified: 2015/07/01 15:01 by will