Hi Tony,
attached file containing very simple model of compression-only vertical member which supports horizontal cantilever. It is repeated 5 times and model in various ways :
1/ bar 2 - modeled by compression-only truss member
2/ bars 4 and 8 - modeled by unidirectional releases defined on the beginning (bar 4) or on the end (bar 8) of bar
3/ bars 6 and 10 - modeled by non-linear releases defined on the beginning (bar 6) or on the end (bar 10) of bar
It contains 2 load cases with vertical load on the end of cantilever downwards and upwards - see the screen capture below:

Non-linear model of release is defined as zero stiffness in one direction (positive semi-axis) and "rigid with linear hardening" with very high Flim force in opposite direction (negative semi-axis) - see the screen capture below:

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Regards,
Pawel Pulak
Technical Account Specialist