Tell me how can I get rif of this error please. DEFINE UBC ACCIDENTAL LOAD ZONE 0.4 I 1 RWX 3.5 RWZ 3.5 STYP 4 CT 0.0488 NA 1.2 NV 1.6 SELFWEIGHT 1.1 UNIT METER KN DEFINE WIND LOAD TYPE 1 WIND_PEDESTRIANBRIDGE <! STAAD PRO GENERATED DATA DO NOT MODIFY…

Hi, We recently purchased the license for RAM connection stand alone and we are using STAAD PRO connect edition V22 Update 6 for analysis but without having an access to integrated RAM connection design found in STAAD PRO. Hence, the structural analysis…

In my model I analyze and design a G+8 RCC Structure, and the column is designed for only the first load case even though other load combinations give maximum axial force and moments. I attached the screenshots of output file below.

Hello Everyone ! I Have Done Analysis For Window Model Using Prismatic General Section. But While Generating Report , No Property Values i.e. Ixx, Iyy, Izz For Prismatic Section Were Displayed in Utilization Ratio Table. Please Suggest How to get…

Hello dear community, Is there any partner who is available in Athens-Greece in order to arrange a live seminar or webinar for Staad pro connect edition? Thank you very much in advance for your assistance and prompt response. Kind Regards, …

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?

Hi, Is there any option to get member weight per running meter length (either it's built-up or hot-rolled steel section) through OpenSTAAD API in VB.Net? Thanks.