Wind Definitions with Multiple Area Loads
Hi,
My company usually only use one wind definition for wins area load and factor it for different wind cases. I have 3 wind definitions, and I am getting these messages in Editor. Is it a warning message?
DEFINE WIND LOAD TYPE 1 NESC HEAVY INT…
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…
*** ERROR: NOT ALL JOINTS LIE AT THE SAME FLOOR LEVEL.
Good Morning Everyone,
I am analyzing a conveyor support and housing, The structure is located on a pier thats why I added WL & EL.
However, there is an error on analyzing the file. Please help me. The nodes are on the same level.
Also, please…
ASCE 7 Generated Wind Loads in STAAD
I am trying to check some STAAD models containing ASCE 7 generated wind loads. The details of these wind loadings are proving difficult to verify. If I use STAAD to open the .STD files I was sent, and go into the ASCE 7 wind load dialog box, it appears…
Why don't we have wind loads incorporated into Staad Pro as per IS Code?
Even in Staad CE Wind loads are still generated using ASCE code. Also, a number of videos are floating around on youtube explained by people who are not at all subject matter experts.
Floor Diaphgram and Moment Release
0245.struc.STD
1) After applying floor diaphgram i am getting following warning
*WARNING- ZERO STIFFNESS IN DIRECTION 2 AT JOINT 32 EQN.NO. 188
***WARNING - INSTABILITY AT JOINT 980 DIRECTION = MY
2) Have i applied the moment release correctly…
Wind load not applied properly
Hi Engineers,
I have modeled a truss structure , in that model wind load is not applied properly../
i have attached model below for reference.../
01256.std
How to calculating the frequencies of a structure in the analysis together with wind load and selfweight
I need to analyze the open metal structure which is affected selfweight and wind load. How I can set in the program to take into account in the analysis of the load and the the frequencies of a structure. I tried to install it using the formula
LOAD…