RE: One way distribution floor load on composite deck
I know this is an older post, but if you have not gotten an answer already, check our Load Generation FAQ here: and reply back if you still have a problem (& include your model input file if possible)
One way distribution floor load on composite deck
Hi,
Hopefully this should be a quick one as I'm new to Staad.
I've created a composite deck and defined the span direction. I'm now trying to define a floor load but it won't let me define a direction for one way distribution for the load on the composite…
RE: Wind load on surface meshing
You'll find lots of similar posts on this forum. Just search for " composite beam plate ", for example.
I generally don't like to use plates for the sole purpose of transferring loads, because the plates and the beams will interact compositely and even…
Generation and Assignment of Floor Load/ Weight
Dear Gents,
While generating the Seismic Load, the floor load applied on beams could not be seen in the input file but only reads as under;
Floor Weight
Yrange 0 9 Fload 6.5
(Please refer to my attached staad file)
Under the above line…
Defining seismic mass (weight) of area/floor loads. IBC 2006
Hi
I am using IBC2006 on a project and have a newbie question
I have defined the seismic parameters and converted the nodal and member loads into *weights* to go with the selfweight that I need to. So how do I convert my floor/area loads into *weights…
Floor load generation in staad pro
Hey can anyone guide me in the generation of the floor load how to assign it.Is it necessary to have a plate element for the generation of the floor load . How does the staad works on this command?
Help! Unable to generate floor load.
I am trying to generate 2 floor load on roof with 2 different inclined plan.
Any one can help on this?Can staadpro 2007 do it?
The staad file is parked at the following links.
Many Thanks!
http://ifile.it/p836iqg
Composite Beam Deflection Query
I am designing a composite floor system as my first project in RAM. As I was looking at the composite beam deflections and checking them to make sure I understood and agreed, it seemed that the Post-Composite Beam Deflections for a S-S beam with a UDL…