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…

Hello, I am receiving this error when I go to run the analysis for my STAAD model "**ERROR IN "WALONG" SPECIFICATION IN WIND LOAD." I cannot find anywhere that goes over what this error entails. The error is occurring after I assign wind loads to certain…

I'm using RAM SS to design a building where we have raised slabs modeled due to a bridge framing into the building. I'm wondering if there are any special requirements in order to have RAM use the main floor diaphragms to calculate the tributary heights…

I am modeling a 2 story building with rigid diaphragms at the roof and second level. The building is comprised of just moment frames, but I'm getting load distribution to the moment frames in their weak axis. I am also getting relatively low building…

I have modelled a structure and applied wind load using staad wind load generator. The external and internal pressure coefficients are not taken into account while doing this. My structure is open and i have defined the same in wind load generation. Will…

I am designing an industrial shed. Can I enclose the shed all from the four sides up to the lowest purlin. I have analyzed this shed on staad.pro and its OK as per ASD design methodology under wind loads. I have heard that it is important to give gap…

Hello friends! 1) Slar panel module of dimension 1.9m x .9 m is mounted over the the 12 m building . I need to support 5 panel each 24 kg using 3 vetical support using 3inch hollow pipe 40mm thickness.This vertical member stands on RCC block with base…