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…
Title: SIG Workshop - RAM: Leveraging Capabilities to Empower Your Workflows Host/Presenter: Ann Marie Garko-Hill, Senior Manager – Application Engineering, Bentley Systems, Inc. Date/Title: 25 February 2021 at 01:00 P.M. EST
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This…
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?
SIG Workshop: Generating Load Combinations in STAAD.Pro CONNECT Edition Date/Time: Thursday, October 15, 2020 at 1:00 PM EDT Presenter: Sabrina Tedeschi,Senior Application Engineer, Bentley Systems, Inc.
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This STAAD Special Interest…
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
Hello STAAD users...
For the STAAD SIG, which occurred on May 21, Sabrina Tedeschi presented on Modeling Finite Elements and discussed tools that can be used to generate a finite element mesh in the STAAD.Pro Analytical Modeler and the STAAD.Pro Physical…
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
S TAAD Special Interest Group for EMEA – Using Solid Elements in STAAD.Pro Host: Badreddine Ziane, Technical Manager, Bentley Systems, Inc. Date/Time: 26 March 2020 at 11:00 A.M. CET
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This STAAD Special Interest Group is structured…
STAAD Special Interest Group: Seismic Time History Analysis in STAAD.Pro Host: Karimu Rashad , Senior Application Engineer, Bentley Systems, Inc. Date/Time: March 19, 2020 at 1:00 P.M. EDT
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This STAAD Special Interest Group virtual…
STAAD Special Interest Group for EMEA: Composite Beam Design to the Eurocode Using RAM Beam Host: Badreddine Ziane, Senior Manager - Application Engineering, Bentley Systems, Inc. Guest Presenter: Richard Tully, Principal Technical Support Engineer, Bentley…
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…