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I would like to thank all of you and especially slickdeals for your valuable help.Now i know the meaning of these 2 loads and where i can use them.

First of all i'd like to thank you for your answers. Super dead load is used to express all the dead loads except from self weight?It can describe the dead load of concete slabs for example? I m not quite sure i understood the meaning,can you give an example? As for the reduced live...

What's the use of these two specific loads?Can anyone give an example for each case?Thanks in advance...

Hi there, I want to assign the wind loads using EC3 to a steel 3D frame.I think that in Sap2000 i don't have this option.Is it so?If not,do you have any suggestions about how to handle this? Thanks in advance...

Thanks again...Very helpfull link.

I have the 2007 version and i can't find any video tutorial at the help menu.Thanks anyway.

Is there any chance to find a few videos(tutorials) about StaadPro?I have a demo version of the program and i'm trying to find out its capacities.Thanks in advance...