just another suggestion for next rerelase

[parhyang]

hello Admin,

NextFem GUI and collaboration with OOFEM & OpenSEES are great ideas. I just have another suggestion capabilities for next version,
– user input modification for effective sectional inertia being used in calculation
– second order analysis of frames column (P-delta) with auto notional load based on gravity loads for each floor level
– object based modeling for designing member, auto-split at member intersection for analysis purpose.
– unbraced length of steel member definition for design input
– auto linear/trapezoidal beam load assignment based on tributary areas for both 1-way and 2ways.
– unit and number setting (attached and examples)
– extensive documentation on member verification, so the user can coding personally and sharing with the others.

good luck for the future of NextFem, hope you’ll be the best

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