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…

Hi, I am designing a steel beam grid (IPN240) and I want to apply a uniform surface load (10 kN / m2) to be taken by the beams. Is there any way to do this without creating a slab on which to apply the uniform surface load? As shown, no…

Hi, i have a problem when ytrying to use floor oneway loads, I specify the range in x,y,z and i use the "towards" option, because i don´t want the program to use always the short direction: ONEWAY LOAD YRANGE 2.16 2.18 ONE -0.25 XRANGE -14.51 -10…

warehouse.zip wind calculation also in that folder.... try to fix this probem guys

Dear Colleagues, I happened to open an STAAD file modeled using the previous version, but when opened in my CONNECT Edition 21.03.00.146, i noticed that ONE way loading diagram assigned to a set of beam's FLOOR group, diagram doesn't seem to match as…

Hello, Is there any facility in Staad to know all the algebraic sum of loads at a node for manua l designing of that connection?

I am getting this error again and again , inspite of having done perform analysis. can someone please help me what can be possible reason for this error.

I have designed the 2d model with External Elevation and i used tublar steel section (in site im using MS Tube to hold the glass ) for Mullions and Transoms instead of columns and Beams.Then i give self wt as 1,Dead load(Glass Load) =Height of glass*…

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