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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…

  • WHY STAAD NOT SUPPORT THE MULTI THREAD?CORE FOR DESIGN?

    WHY STAAD NOT SUPPORT THE MULTI THREAD?CORE FOR DESIGN? AS MANY OF SOFTWARE IN MARKET HAS CAPABILTY OF DOING SAME STAAD TAKING MUCH MORE TIME TO DESIGN , HOW TO REDUCE IT AND FOR INDIAN CODES WHEN STAAD SUPPORT MULTICORE/ THREAD TO DESIGN?ANALYSIS THE…

  • 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

  • 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…

  • 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…

  • 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

  • STAAD User Tool: Extract Member Forces from STAAD

    User Tool: Extract Member Forces from STAAD Created by: Surojit Ghosh Description : This is an excel based OpenSTAAD macro which can extract member force values directly from STAAD model. If you open any complete STAAD model with proper modelling…
    • Extract Member Force from STAAD_v2.0.xlsm

  • 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…

  • Combined footing tutorials

    Hello Everyone Please share with me the tutorials about a combined footings

  • *** 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…

  • 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?

  • How to create a cantilever slab by using the Physical modeler?

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

  • Can I Reduce Development length of bars in the beam by using RCDC

    Hello Everyone How can I reduce the development length bars in the beam (Figure 1-1), I'm running to get a result like this beam (figure 2-1) Figure 1-1 Figure 2-1

  • Can I design a Continuous two slabs by using RCDC STAAD?

    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.

  • minimum 13 stations are required for beam

    when i open mdb file of etabs 16 and designing beam its shows "minimum 13 stations are required for beam" what is the meaning of this?

  • ** ERROR: NO MEMBER LIST WAS FOUND WITH THE ABOVE MEMBER CRACK, PLEASE HELP ME

    1. STAAD SPACE INPUT FILE: C:\Users\leth_agnes\Desktop\MOR\RCD\new\Structure1.STD 2. START JOB INFORMATION 3. ENGINEER DATE 01-DEC-19 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 3 0; 3 0 6 0; 4 0 9 0;…

  • Similar models showing very different results (Beam end forces, displacements, base pressure...)

    Hello, I´m designing two small guardhouses in STAAD.Pro V8i SS5, both are RC structures with slab foundations, they are almost equal in principal geometry, loading and sections, the only thing that changes considerably from one model to the other is the…

  • UC Ratio problem

    warehouse.zip wind calculation also in that folder.... try to fix this probem guys

  • Error while importing dxf to section wizard in Staad Pro from AutoCAD

    I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…

  • tension & compression flange utility ratio for built-up i-section

    Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.

  • how to get the loadings details in report????

    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

  • UC Ratio problem

    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar

  • RCDC-Column & Shear Wall

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: Column & Shear Wall Design Original Author…
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