• 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…
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