I know that Staad Foundation assume the soil with an elastic performance to do the analysis and design for a superficial foundation. But, we have the possibility to change this and work with an inelastic performance for the soil?

Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…

Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?

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

I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar

THIS PROPERTY ONLY.... I WANT TO USE IN MY STAAD MODEL.... HOW TO USE THIS AS A COLDFORMED STEEL (AMERICAN)

Actually i used user provided table for american cold formed steel. after assigning the properties This error is coming. Dono how to solve it. Can u help me ( Cannot generate load for command S1 Gx towarsd29) And one more thing how to add new section…

Hello, I have one concern with regard to SFA capability to design mechanically anchored tank foundation. As shown above, technical reference manual is saying not covered while on the software itself showing mechanically anchored option. Now…

I AM USER OF STAAD PRO APPLICATION AND FOUNDATION SOFTWARE, MY QUESTIONS ARE, - CAN I CONFIGURE THE FOUNDATION PROGRAMME WITH THE EUROCODE ?, - I HAVE A LICENSE OF STAAD PRO V8i AND FOUNDATION, THE LAST ONE IS THE BASIC PROGRAMME. WITH THE BASIC LICENSE…

Has anyone had issues with the speed at which STAAD Foundation Advanced is processing and analyzing a large mat model? If so how did you resolve the issue? We have a large mat model with several thousand point loads, several dozen line/pressure loads…

Hello, Please, I am a bit uncertain about how to interpret or use moment values (plate contours) from staad plate analysis for design. I want to ask, is it correct to design the slab for the concentrated moments that occur around columns and walls…

Dear all, I did the dynamic simulation of a particular foundation on staad pro that the model was working without any problem. I've then added some rigid links at the bottom of foundation which have been linked to one spring at the center of gravity…

I am new in Staad pro so please answer this question in very easy language....! What is the use of Foundation support i staad pro.... can we use this instead of fixed support... what is logic behind that support....

I am new in staad pro so please answer this question in very easy language....! What is use of solid Geometry In Staad Pro.?