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  • Concrete Compressive Strength

    I am trying to design a concrete framed structure using 2500 psi concrete compressive strength. I have changed the material definition and the design parameter. ...but I receive the following warning in the output... The design…

  • Analysis and design of Arch Beam (Beams curved in elevation) in Staad Pro Connect edition.

    I have to analyze and design a steel arch beam in Staad pro connect edition. I modelled a curved beam in elevation and applied all the loads on the beam that are to be transferred to the columns. The load pathway is working properly. However, when i look…

  • mat foundation for a tank

    Hello every one I'm trying to design mat foundation for a tank and the analysis result shows 0 moment in x and y. can anyone help me? I attached the file of staad to check it. Thank you

  • Performing an Analysis in STAAD.Pro

    Specifying Load Combinations and Analysis Commands in STAAD.Pro - On Demand Training Learn how to specify load combinations and analysis commands in the STAAD.Pro Analytical Modeler or the STAAD.Pro Physical Modeler. Reviewing the Analysis Results…

  • Error in selection of load case for bending moment check

    Hello All, Greetings of the day! I faced a query while checking the output file for my STAAD file with EN1993-1-1, wherein for Bending Moment clause 6.2.5 Max. combination load case was not considered by STAAD, Please refer below output image, where…

  • HI, everyone can anyone help me to solve about how to apply loads roof if we have 113Kn? thanks 4 all.

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 152 7609.76 14763.6 -1.061; 153 467.483 16072…

  • hello guys can anyone answer me for this point, what's different between specification beam (Release) and normal beam of the structure? the specification beam (release) will remove ?

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 0 5 0; 4 10 5 0; 5 0 0 10; 6 10 0 10; 7 0 5 10; 8 10 5 10; 9 1.66667 5 0; 10 3.33333 5 0; 11 5 5 0; 12 6…

  • What is the best way to model beam elements of different depths flush at the top, including plate elements?

    Hello. Please go through attached PowerPoint and then the below discussion will make more sense. I am using STAAD version 20.07.11.70. The main problem is: when modelling decks or bulkheads which include offset beam elements and plates attached to…

  • Hardware requirement

    Hi, Struggling with response times with running my model at the moment, and need to know what hardware I need to upgrade. I have a Xeon processor E-2176 @ 2.7GHz, 32Gb RAM and have a runtime of nearly 19 minutes A test on an 8th Gen i5-8350U @ 2…

  • RCDC General

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…

  • Error Analysis Cannot be Performed Since No Load Cases

    Please help to remove this error from Staad. STAAD SPACE START JOB INFORMATION JOB NAME MOULDING JOB CLIENT DAT JOB REV P1 JOB PART DESIGN OF MOULDING ENGINEER NAME PPE CHECKER NAME PPE APPROVED NAME PPE ENGINEER DATE 28/02/2022 CHECKER DATE 28/02…

  • STAAD STRUCTURAL ANALYSIS STUCK

    I GET STUCK ON THE STRUCTURAL ANALYSIS AND ITS BEEN 4 HRS STILL NOT MOVING IS THIS NORMAL?

  • Coffee Corner - Understanding the Relationship between Load Combinations and Analysis Commands (STAAD.Pro Physical Modeler)

    Join us on Thursday (9/23/2021, 1:00 pm Eastern) for a STAAD Coffee Corner (Special Interest Group) virtual workshop. During this session, we will discuss the following topics: Generating Load Combinations in the STAAD.Pro Physical Modeler Specifying…
    • https://gateway.on24.com/wcc/eh/2541253/lp/3417799/coffee-corner-staad-understanding-the-relationship-between-load-combinations-and-analysis-commands-staadpro-physical-modeler
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  • Center of gravity in a report

    Dear all, I would like to give the center of gravity of my structure in my report. I know how to get in in my output file but I don't know how to put it in my report. Can someone help me please ? Regards, Dimitri

  • CAN I SCALE MY STRUCTURE??

    Hello Sir, I have a structure I designed before now, my boss comes yesterday and says he wants us to increase the plan dimension of the structure by a certain scale factor, can i resize the structure in STAADPRO and proceed to design or i have to re…

  • FLOOR LOAD NOT GENERATING CORRECTLY WITH GROUPING IN CONNECT EDITION, WHERE AS OLDER VERSION OF STAAD PRO V8I SS6 IS TAKING CORRECTLY

    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…

  • *** NOTE: NEITHER "MASS" NOR "GRAVITY" REFERENCE LOADTYPE IS PRESENT. MASS MODEL IS FORMED BY COMBINING ALL "DEAD" AND "LIVE" (IF ANY) REFERENCE LOADTYPES.

    I hope someone could help me with this. I'm new to STAAD and I'm having trouble fixing this Note. It's not an error, but I can't get to post processing. Here STAAD SPACE START JOB INFORMATION ENGINEER DATE 01-Feb-21 JOB NAME ATEZURA PERIMETER FENCE…

  • RIGID DIAPHRAGM - DIFFERENCE FLOOR DIAPHRAGM AND MASTER SLAVE

    I develop simple model 1 story structure consist of slab and column only (no beam). Then I apply vertical load on the middle of the slab. After that I put rigid diaphragm using master slave and run the model. As the result, I got all support reaction…

  • How to Check BMD and SFD in case of Mesh model.

    Dear all, Kindly guide me on the following topic. How to check and compare for similar results of SFD and BMD in Case 1 model, with FEM model in case 2 ? PFA image for details. Regards, Robin Thomas

  • How to design this RC cantilever beam?

    How to model, analyze, and design this reinforced concrete cantilever beam using Staad Pro?

  • *** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA.

    Hi guys, im looking to fix this error im getting, i have no warnings just this error. How do i fix? my editor is below. 1. STAAD SPACE DXF IMPORT OF EIFFEL MODIFYING -TO GET DXF1.DXF INPUT FILE: C:\Users\Administrator\Desktop\[Admir Islamovic…

  • Design of Solid slab (Conventional slabs)

    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…

  • Dummy beam

    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?

  • Modelling of slab supporting on piles

    Hi guys, I am modelling a slab supported on piles, the piles are actually tension piles to support upheave beneath the slab. I model the slab using plate elements and use vertical restraint node support at where the piles are located. The issue I…

  • How Can I change the Horizontal position of biaxial columns?

    How Can I change the Horizontal position of biaxial columns from the center to the right side, like the below figure? I'm Using Staad pro connect edition.
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