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  1. sukocek

    stress and reinforcement design

    Notman, thanks for replay but I dont meant it. yes ? can find some moment and reaction forces with section cut and ? can calculate re-bar, but ? would like to approach re-bar using strees values.? dont want to use moment for re-bar thanks
  2. sukocek

    stress and reinforcement design

    I have building with curtains walls that are designed as solid and shell elements. after anelising I got some stress results like S11,S22,S12...etc. how can I calculate rainforcing from stress values? how can ? use S11,S22,S12,F11.....etc for reinforcing (I need some documents and inf.)...
  3. sukocek

    AISC-ASD89 and sap 2000 out put

    i have a queestion about output of sap2000, the nominal compression strenght is the minumum value obtained from flexural buckling,torsional buckling and fleaksual-torsional buckling. my question is:where can I see valuse of flexural buckling,torsional buckling or flexual-torsional buckling ...
  4. sukocek

    Importing files from other source to SAP2000

    if you are working on frame system. 1-adjust your units an coordinates on autocad 2-create layer for your lines.because when you export your shape on sap 2000 it will be important. 3-draw your shape only using line. 4-save your shape as a dxf file. 5-go to sap 2000 and file menu and go to import...
  5. sukocek

    buckling lenght on colum

    i know that sap2000 can calculate buckling of the columns and beams.i want learn to where should i see check it.where can i learn whether my column is a bubling problem or not.where should i check it.if i have a buckling problem what should i do. thank you your answers.
  6. sukocek

    HELP!!!

    go to define and analisecase,choose the modal and modifay it.you will see max number of modes make it five. but there is important point.at least %90-95 of counstruction must join the analize.it can not be enough for high building.every time check it. it can be taken 3 for each floor.by the...
  7. sukocek

    pushover sample

    if you need sap2000 pushover sample. you shold visit to http://www.comp-engineering.com/havuz/SAP2000_257.html this adress. you can find alot of sample. recep suk.
  8. sukocek

    buckling lenght on colum

    yes I am talking about steel design.
  9. sukocek

    buckling lenght on colum

    how can i calculate bucling lenght of column.do we also have to calculate it for beams.i know that sap2000 can calculate it automaticly but i want to write it in program manuel. thank you for your help sukocek

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