• Can't find AISC 360:2016

    I can't find AISC 360:2016, nor 2010, in the automatic load combinations' list. See attached snapshot. I'm using Staad.Pro CE - 22.10.00.153 How can I fix it?

  • CHECK CODE DELETES MEMB PARAMETER

    When I open a .STD file and I have declared a CHECK CODE MEMB _GROUP parameter, the term MEMB is deleted from the code. Thus, generating an error. Please advise, how I can fix this error. Thank you all.

  • Combine parameter

    Hello all, While design my model for IS 13920:2016 I am using the combine parameter to combine members into one physical member. But i keep getting the error as below. *** ERROR: SUBSEQUENT COMBINE PARAMETERS ARE ISSUED WITHOUT ISSUING DESIGN BEAM…

  • CONNECTING PAD,M30 of India code can not be found.

    IN the STAAD model, after analysis, when entering connection pad, material m30 of INDIA code can not be found.why? Please help solve the problem,thx!

  • Discrepancy between Plate Stress Result and Cut Along Line Result in STAAD.Pro

    Hi, I am currently modelling a one way slab with fixed support in STAAD.Pro CONNECT Edition V22 Update 2. I want to check whether the bending moment (local MY) obtained using plate stress contour and cut along line agree. I cut the slab using line in…

  • ERROR: NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING. CENTRE OF MASS CALCULATION IS NOT POSSIBLE.

    I get this message: ERROR: NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING. CENTRE OF MASS CALCULATION IS NOT POSSIBLE. Can you please help me? RB-XX 3er Milenium Torre 1 Analisis Completo 1 Nov 15.std

  • Existing RCC wall analysis in STAAD

    I have to analyse an existing RCC wall. I have the wall dimension and rebar details. How to model RCC in STAAD. I can able to model only concrete as shear wall(surface). But could not add any steel reinforcement in to the wall. Can anyone tell me the…

  • Help in Post Processing

    Hi, I am looking for the meaning of this notation. rX, rY, and rZ. Does this just mean rotation about the X, Y, and Z axis? Any clarification would help. Thank you, Cody

  • HI team kindly hep me solve this note

    *** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA. DATA-CHECK MODE IS ENTERED. PRIMARY LOAD CASE CAN ONLY BE ADDED IF SET NL COMMAND IS USED. PROJECT-2.STD i have attached the staad file

  • I have assigned vertical brace MEMBER TENSION only and used Repeat load command (not load combination), however its taken compression load also (approx 720 kips)

    I have attached some snaps and staad file for your reference. Onsite_Tension only.STD

  • is there any staad viewer license available ?

    in my work often i receive staad models to review i dont need to buy the full software i just need viewer to verify the inputs and check the results

  • LY, LZ, KY AND KZ PARAMETERS IN STAAD PRO C.E

    Hello, i would like to get clarification so as i can avoid making mistakes during design. I meet some concepts which needs clarification 1.Some people says during design you cant use LY, LZ parameters simultaneously with KY, KZ parameters, if you…

  • Mat analyzed in STAAD.Pro and designed in STAAD.Foundation Advanced

    Dear Colleagues, (i take back what i've posted earlier) The method as per the link ( Mat analyzed in STAAD.Pro and designed in STAAD.Foundation Advanced ) would have been useful for structures such as Buildings with Basements, Underground Tanks / Pits…

  • Missing Slab Option in Design Command

    I am attempting to design concrete slabs, using plate elements. Under the Analytical Modeling - 'Design' Tab, I am attempting to select 'DESIGN SLAB/ELEMENT' under the Design commands prompt. However, this option is missing. I only have options for 'DESIGN…

  • Need help with adding openstaad reference to C# project

    Hello, I need help with adding openstaad reference to C# project. I did follow all instruction as per staad documentation. program is working on my system but not on client system. I am using staad version 22 update 10. One more thing, I…

  • Report - STAAD

    At the time of printing the report, I would like to know if it is possible to only have the service loads. The results I get in the report outputs are always with the ultimate loads and i want only the service loads.

  • RFACE Command in STAAD Pro

    Dear Sir/Madam, Greetings.... With respect to above subject pertaining to RFACE Command Staad pro software, i have a question. After designing RCC Columns for IS Code with RFACE Command, In the below Pic-1.1 for column no. 80, in table it shows rebar…

  • Shear reinforcement for beams

    Hello all, I am attaching herewith one screenshot regarding the shear reinforcement in beams. In the attached image, there are two different shear reinforcement details are given for the same beam. What does this mean? Why does it happen?

  • Storey Shear

    Hello, I am new to STAAD Pro. I am working on a model where I want to see seismic forces per storey. I searched this forum and found out that I can do that by using PERFROM ANALYSIS PRINT LOAD DATA command. I have done that, but the problem I…

  • Wind Load Generator and Applying Member Groups for Open and Closed Structure

    I have been having problems applying wind loads from the wind generator using the member group command. This is only occurring on the enclosed portions of the structure if I have more then four walls considered to be enclosed. I tired to do this in the…
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