Hi, how to check soft storey using Eurocode in Staad.Pro (Response Spectrum)

Hello.sir i m comparative study of elevated water tank resting on sloping ground & take slope varies from 0 to upto 30degree..I have dout in staad model.. actually I already model but my result not getting correct..means as per our study base shear will…

hello i am student working on project Rc frame subjected to seismic forces (ibc) and wind also but i couldn't because most of tutorials are on steel frames and i need to work in rc frames can any one provide some examples also i dont understand…

Dear Members, can u please guide me how to do seismic analysis in staad for the portal type structure(Integral). span is for 24.0 portal-model .std m and here am attaching a model for 10.0m

Hi Good Day! I would like to raise my concern in my STAAD model regarding the distribution of seismic forces. Currently, I can't find a way to achieve my desired mode shape which is translational for Mode 1 and 2, and torsional for Mode 3. Though I…

From the STAAD technical reference, section 5.31.2.1 UBC 1997 Load Definition "C t < 0.42 if the units are in feet, and C t > 0.42 if the units are in meter." From UBC 1997 WHERE: C t = 0.035 (0.0853) for steel moment-resisting frames. C t = 0.030…

Is it possible to do Seismic Definition in STAADpro for SNIP (Russian) standard

Hi, I am curious about a couple of things on the way STAAD handles response spectrum analysis, and below are my questions. I would be very glad if you can provide me some answers . I'm using build 20.07.05.15, by the way. Due to the client…

My question is regarding carrying out a response spectrum analysis in STAAD Pro. This is what I have done so far. I have set up the model in kN and METERS units. I have allowed for the joint weights in the form of udl loads on the beams in all three…