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  1. COSTASTSAPROUNIS

    Femap Nastran Axisymetrical

    I have an axisymmetric model that has axisymmetric and non axissymetric loads in NASTRAN How can apply the non axisymetric loads without a Fourier analysis> Thank You Costas Dr. Costas J. Tsaprounis
  2. COSTASTSAPROUNIS

    EC 71/320/EEC (98/12/EC)

    Please inform if it is possible were can i find the EC norm 71/320/EEC (98/12/EC) Thank you in advance Costas Tsaprounis
  3. COSTASTSAPROUNIS

    E-23a Equation

    In the past the E-23a inequality was like this *****<196 HDG Now in addendunm 4 is *****<1.96 HDGe what is the correct expression Please if anybody knows , help me Thank you in advance Costas Tsaprounis
  4. COSTASTSAPROUNIS

    TANK ROOFS

    I AM SEARCHING FOR SOME OPTIMIZATION RESULTS FOR FIXED TANK ROOFS WITH PYLONS FOR TANKS D>80 m I AM USING API 650 AND EC3 CODES. I FOUND A SOLUTION BUT I NEED TO FIND MORE FROM PREVIOUS EXPERIENCE IN ORDER TO OPTIMIZE MY DESIGN THANK YOU IN ADVANCE COSTAS TSAPROUNIS

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