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
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
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