HOW TO FIXED THIS PROBLEM "**WARNING-fx fy fz wind forces: 4.4589E-02 0.0000E+00 0.0000E+00"
Good day!
How to solve this warning? I already set the range of application in the load cases details, still no avail to fix this one. Thanks.
Wind Load on Tapered Section -reg.
Dear Colleagues,
current version : STAAD.Pro CONNECT Edition - Version 22.12.00.142
there was a situation where we had to find out the lateral forces due to wind on a light pole (tapered profile) and provide suitable support for the same.
Wind was…
STAAD Wind Load Generator
Regarding wind load generator in STAAD Pro V 22.06.00.138
My structure is simply a box structure but when using wind load generator applied to a group,
the wind load generated in +X and -X as well as +Z and -Z have a discrepancy.
It seems that loads…
STAAD - EUROCODE WIND GENERATOR FOR DUOPITCH ROOF STRUCTURE
Hello
Does anyone have a code or a macro to generate wind loads automatically in STAAD using Eurocode 1991-1-4 for a long duopitch roof structure ?
I only have the IS875 in the drop down options for 'Wind Load Generator'. I tried to apply the…
Wind Projected Area on Angular Members
Hi,
I am modelling an open structure with angular sections as the vertical members (Telco tower). However I found that the wind forces on the angles are a bit large. So I did a test model to compare a tube 100x100mm and an equal angle 100x100mm, applied…
RE: Create Wind Definition & Assign Wind Load for Bridge (AASHTO 2012)
Sorry if the instructions were not clear enough. Within the Reference Materials in that same help page, the last item is the Wind Load tab. If you click on that you will find details on how to apply the load. That page also refers to section 5.32.12 of…
RE: Create Wind Definition & Assign Wind Load for Bridge (AASHTO 2012)
Here are some pointers.
Since you already know the intensity of pressure, you can directly feed that data into the intensity vs height data from inside Definitions > Wind Definitions. For details on how to do this, you may go to Help > About STAAD.Pro…