sabbir ahmed -static - 07.05.22.std SOMEONE PLEASE REPLY, Calculation sheet is not available as design has failed, why it is showing ? sabbir ahmed -static - 07.05.22_foundation.xml

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?

I start my work flow modeling the structure in Ram Element and apply some of the loads, add the constrains and transfer the structure to Staad Pro for more rigorous analysis and foundation design. Is that an efficient design work flow? Regards.. …

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

Hi, Is it possible to design a combined footing with 3 columns as shown in the diagram below? I have tried it and find out that STAAD Foundation only allow collinear column to be designed.

Hello, I've imported a mat foundation from STAAD.Pro and set up a new mat analysis/design job in SFA. Everything works fine until I analyze the foundation. Each time I hit analyze the program crashes. It successfully analyzes the mat and I get to the…

Dear Colleagues, After running the analysis for a large irregular mat foundation on STAAD Foundation Advanced Connect Edition 8.4.0.21, it abruptly stops working when trying to load the output after clicking design.

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…

Hi Everyone, I am modeling a scaffold to hold wooden banners for an event. Since the scaffold will be standing in an open area and the area of the banner is very large, the builder will use concrete blocks to prevent the structure from being lifted…