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  • Members are not getting designed

    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Steel Design Subarea: General Steel Design Solutions Original Author: Sye Chakraborty, Bentley…
  • why adding a node on a beam shows different result when analyzed.

    when i add node in continuous beam they result are changed in analysis and design i get different utilization ratio. without node beam are failed and by add node beam became passed .why ?
  • STAAD Select Failed Members Cursor

    Did the "select failed members" cursor move or get removed? I didn't use it much, but noticed that I couldn't find it. Thanks
  • Creating a foundation model in STAAD Foundation Advanced by using the data from a STAAD.Pro model

    This article explains the procedure for creating and designing foundations in Staad Foundation Advanced using the results from a STAAD.Pro superstructure model. Two methods are available: Method 1) From STAAD.Pro, after the analysis is done successfully…
  • Why does Ram SS take 20 min to design the beams of my building?

    Like it says above, design of beams takes at least 20 minutes every time. But if i jump onto another computer and run the same model, it takes 8 seconds. I'm running a AMD Radeon RX 5700 XT. I've updated my drivers, and changed monitors to no avail. Does…
  • what went wrong? can you please help me?

    I DONT KNOW WHAT WENT WRONG WITH THE DESIGN ALL DATA INPUT SEEMS OKAY. I ALSO THE OFFSET BUT STILL FAILS.
  • Complex Reinforcing Steel in Shells

    I am building an Elements model to analyze and existing structure, specifically a concrete dome. Based on the existing drawings (which are from 1940), there is some intricate reinforcing detailed within the structure. There are reinforcing hoops which…
  • Floating columns design

    I am unable design the floating column building design, its very urgent. the design guidelines followed as per IS: 456-2000. the plan shows irregularity so adjusted the columns and beams. the client not accepted the movement of columns so please kindly…
  • My first design

    Hello! Could someone check my parameter design? are there any fatal errors there? thanks in advance! STAAD SPACE START JOB INFORMATION ENGINEER DATE 17-Aug-21 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 0 11.7;…
  • New Plot Action (PIEIUlt) for plotting ultimate bending capacity in the cross-sections for load cases and envelopes

    New schedule action for plotting ultimate bending capacity in the cross-section for load cases and envelopes is now available. Users can now plot the list files results (.lst) and will be able to quickly check if the ultimate capacity is achieved in the…
  • how can i eliminate this warning **WARNING: TENSION/COMPRESSION REQUESTED IN SAME RUN THAT INCLUDES A DYNAMIC ANALYSIS. and even after considering the Z direction in Response spectrum analysis i am not getting Z direction values

    PEB.RESPONSE SPECTRUM ANALYSIS.std
  • Not a valid "Column base (CB)" joint

    I am attempting to assign and design gusset plate connections using Ram connection using data from a RSS model. When trying to assign a connection detail to a joint the error The joint composed by node "171" and members "120, 886" is not valid "Column…
  • Using Design History in your projects to track changes

    The Design History tool in MicroStation CONNECT Edition gives you full control of revisions made in an active DGN file to manage your design process. You can view and track changes made to the design, who made the changes, and when. If needed you can…
  • PT Slab Structural Integrity Reinforcement- AS3600 2018

    Hi , It doesn't appear RAM Concept provide Structural Integrity Reinforcements in accordance with AS3600-2018 Section 9.2. Can you check and advise? Regards
  • New in MicroStation CONNECT Edition Update 16 – New setting in Synchronize View

    With Update 16, The changes you make in your 3D design file, will replicate in all your drawings and sheets and other view attribute settings of the 3D model. You can modify the View Attribute settings, Level display and reference display in your design…
  • I am attaching a simple g+2 building which I have analysed in Staad. Have few queries about the same.

    I have given the clear cover to be 25mm in beams and 40mm for columns as per Indian Code. Further, I can see from the design output I can see from the design report that the clear cover is 35mm even though I have given 25mm in the input for the beams…
  • Are columns in a multi storey( a simple G+5 structure braced or unbraced? I feel that it shoudl be unbraced as there are no such wind resisting elements to specify the columns as braced. Pls offer you comments on this sir.

    Are columns in a multi-storey ( a simple G+5 structure with a portal frame design) braced or unbraced? I feel that it should be unbraced as there is no such wind resisting elements to specify the columns as braced. Pls, offer your comments on this sir…
  • Infinity error is coming in the design.

    Dear Communities, Greetings! Find the attached updated model with a wide plate beam at a particular location (WPB 700x300x300.1 ). Also find the updated list of the section used in the model for your reference. Note:- Please ignore the utilization…
  • STAADPRO ERROR "EXCEPTION [ACCESS VIOLATION] RAISED ! ABORTING ANALYSIS

    Dear All, My model unable run completely and terminate halfway, and pops out errors " Exception [Access Violation] Raised ! Aborting Analysis. I was no sure what's going on, could advise me the reason and how to fix it ? The STAADPRO model used…
  • Reg: Removing warning and notes in the Steel structure

    Hi, We are doing our final year project in the design of PEB structures. so we are using staad software to design and analysis the structure. we have received more warnings and notes like "instability at joints, weak spring added for stability, zero stiffness…
  • Webinar Series: Concept to Construction Part 4 - OpenFlows

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  • ERROR IN COLUM DESIGN IN RCDC

    WHEN I CLICK ON AUTO DESIGN (WHILE DESIGNING COL) IN RCDC THIS ERROR SHOWS HOW TO SOLVE IT? I USED .accdb FILE FROM ETABS V19. Item has already been added. Key in dictionary: '0' Key being added: '0'