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…

Hello, I came across with an issue, could you please help me. I need to use plate member for stair stringer, Staad is showing errors for the analysis of the member. WARNING: DESIGN OF SECTION FOR MEMBER # Please help me how to rectify the…

Hi, I have created a section with section wizard by using plate elements in section builder as attached. i have exported to staad.pro with Prismatic option. Its not getting design with the Euro code and it showing the warning message as * DESIGN NOT…

Is there a way of telling the floor load distribution to ignore certain beams? I have a floor with plan bracing. I don't want the bracing to attract any load. I can specify the bracing members to not attract load? Cheers, ASN STAAD Pro Connect…

Hello, I have recently imported a SACS file into STAAD. The materials have been brought in but there a literally hundreds of different materials. How do I remove all materials and start afresh? Software: STAAD Pro Connect Edition V22 Update 7…

Whenever using Grouping for end wall columns for wind loads and applying one-way distribution the loads are taken incorrectly, I have attached the staad model showing the problem with connect edition, also when the same model is opened through an older…

Portico1SBV.STD

I'm Designing a Two-way solid slab (Slab on beams) from Staad pro to RCDC. What is the Imposed Load of RCDC? Does it mean the self-weight of a slab or Floor Finishing load?

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?

How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?

Hello Sir RCDC is designed and Detailed all the slab one by one but I want to detail all Top and Bottom Reinforcement of the two-way slab once, what should I do.

Hi, The following image corresponds to the moment diagram (local Mx) of a concrete plate, supported on elastic supports and with a nodal load in the center. As you can see, I can only visualize half of the diagram. This happens to me for all diagram…

Hello, When running the analysis for a concrete plate supported on elastic supports and a nodal load in the center of it, the following "error" appears: Does anybody know what is wrong? Thank you in advance, Ignacio

after applying floor diaphragm I am getting instability warning at mater joints please check my model and tell how to remove this warning 2061.major1 Wind.STD

0245.struc.STD 1) After applying floor diaphgram i am getting following warning *WARNING- ZERO STIFFNESS IN DIRECTION 2 AT JOINT 32 EQN.NO. 188 ***WARNING - INSTABILITY AT JOINT 980 DIRECTION = MY 2) Have i applied the moment release correctly…

Dear sir, After design structure some beams & columns are not shown design. kindly help me with issue . PLEASE CHECK ATTACHED TEST MODEL. also give procedure for Dynamic design in Staad. Thanks. 2772.test model.STD

Hello, I have a large model which in the normal STAAD Pro CONNECT v22 Update 2 took over 11 hours to run. I made some minor updates by adding some plan bracing and updated the effective lengths to try and remove some failures. I then updated to v22…

Hi, I have a query regarding FEM modelling. I attached a connection detail as well as my modeling method (assumption), modeled as Finite Elements. So my question is how to assume in modelling that there are bolts located at certain nodes between…

Is there a way to turn off all the pop up dialogue boxes that open when STAAD starts? i.e Bentley CONNECT Advisor, Assign Project ,CONNECTION Client etc... I don't use (and have no intention of using) the new functions that STAAD offers on start up…

The current version that gets operated is the V8i and needs to get that into the Connect Edition. What is the procedure that must be done to migrate from the older version to the new connect. can anyone help on this matter.

As seen in pics above, When I change any option, these automatically reset to default upon exit of STAAD. Is there any way to store these settings? Is there any way to access Legacy Editor/Output in STAAD 21.03.00.146?

Hello, On a recent project, one of our team was using RAM Connection Integrated with STAAD.Pro Connect Edition - Version 21.00.00.57 with a model of around 2000 members / 1300 nodes. When assigning and editing connections, the program would experience…

Hello there, I am using RC designer under concrete design in STAAD Pro connect edition. While, I am plotting design bending moment in it, I am not able to modify color and limits for different color. In other word, I would like to modify contours of…

Hi, Can I ask where can I found the move node option on Physical Modeler in Staad Pro Connect Edition Physical Modeler. Im refering moving node thru graphical interface not in the spreadsheet on the side which will takes time. Thanks