The are two buttons command, namely "Span Information" & :Input Load Type". This is where all the macro will be invoked.
Input : 1) By clicking the macro, the input screen would ask for number of span, support conditions, beams span lengths, beam and column sizes in a sequential way.
2) Next step is to invoke the Input Load Type macro.
3) You can input maximum 10 load cases for each spans. Uniformly distributed load, triangular load, point load, trapezoidal load and linear load are all the load cases.
4) No analysis step is needed as analysis will be completed the moment the last load case is completed.
Input : 1) By clicking the macro, the input screen would ask for number of span, support conditions, beams span lengths, beam and column sizes in a sequential way.
2) Next step is to invoke the Input Load Type macro.
3) You can input maximum 10 load cases for each spans. Uniformly distributed load, triangular load, point load, trapezoidal load and linear load are all the load cases.
4) No analysis step is needed as analysis will be completed the moment the last load case is completed.
Hey! Great spreadsheet... can you send it to me, please?
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