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  • 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…
  • 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'
  • Reason for slow STAAD.Pro model analysis

    Hello! I would just like to ask I am working on a big model like 25m by 180m and upon running the analysis, it stopped at RUN BY LOAD CASE or something. So I took a part out and removed some plates and turned all braces into truss members. It…
  • 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?
  • RCDC Detailing Failure

    How to rectify this failure known as 'Detailing failure' in RCDC
  • MOMENT DISTRIBUTION IN STAAD Pro FOR PARTIALLY RELEASED BEAMS

    How does Moment distribution and release for beams work in STAAD Pro ? While designing Secondary Beams, I’m generally releasing the moments MX, MY, MZ to a 100% at their ends. If I keep the ends fixed, I get a hogging moment say ‘ X ’ kN-m at the…
  • Mton/Cm to Kn/m

    How do I change Mton/Cm to Kn/m
  • SIG Virtual Workshop: STAAD - Modeling Finite Elements

    SIG Workshop: STAAD - Modeling Finite Elements Presenter: Sabrina Tedeschi, Application Engineer, Structural, Bentley Systems, Inc. Date/Time: May 21, 2020 1:00 P.M. EDT Register Now During this STAAD Special Interest Group virtual workshop…
  • ignore alone wind load case

    Sir, the bottom chord of my trusses is failing due to compression at wind load upward alone load case 5. But i want to ignore this case which will never happen alone due to dead load of 1 kn/m2 on the roof.I want to check my steel with load combinations…
  • As per new philisophy of Research Enginners , 2020 connect edition ., it is mentioned in the manual that STAAD files can be direcly imported to PLAXIS in IFC mode.

    How to use connect editon in managing IFC biles in between Bentley Softwares. I.E. STAAD to PLAXIS 3D, SOIL Vision to PLAXIS 3D., BIM Modeler to BRIDGE DESIGN (Leap Concrete + Leap Steel) and same again to PLAXIS 3D to check differantial setltement…
  • Modelling of Masonary walls for live and dead loads

    I was working on a house project which has 9 inch thick Masonary walls as well i tried a lot of methods to diagonal strut method and some others as well not even a single method was efficient in case of Live and Dead load only i want the column reactions…
  • Gantry crane design

    Does anybody designed Gantry crane using STAAD.Pro? Can anybody explain how can i assign whole surface of the rail on the ground as fixed? do i need to divide the rail in to small parts and assigned those nodes as fixed? or do i need to design Gantry…
  • User Table Error: File Not Found

    Hi, I'm using STAAD.Pro CE and when I run analysis of my structure I get the following error: 213. MEMBER 214. _GIRDERS 126 128 130 132 134 136 138 140 142 144 193 TO 240 257 TO 288 333 - 215. 334 TO 428 216. _BEAMS 29 TO 39 41 TO 43 52 TO 57 67 TO…
  • 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…
  • Problem modelling plates on top of beams for elevated steel water tank

    I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…
  • SIG Virtual Workshop: STAAD: Designing Concrete Structures Using the STAAD Advanced Concrete Design Workflow (RCDC)

    STAAD Special Interest Group: Designing Concrete Structures Using the STAAD Advanced Concrete Design Workflow (RCDC) Host: Sabrina Tedeschi, Senior Content Engineer, Bentley Systems, Inc. 17 October 2019 01:00 P.M. EDT Register Now Staying…
  • Problem with the tool "RESULT ALONG LINE" after update V22.02

    Comparing the solicitations obtained from the Result along line command, before and after installing the update from the V22 update 1 version to the update 2 version, the results are different. With the previous version, I calculated plausible values…
  • Floor slab design

    I am designing a floor slab for the below mentioned view of the building. In the plan view the center part of the portion is to be left empty and the remaining area should be covered by slabs. In how many ways can i design a slab to account for both the…
  • Suspension Cable Bridge (Error)

    I tried to model a cable suspension bridge for pipes to cross a river. I tried all the possible solutions but still errors are present. I also wanted to know if the cables i used are capable of carrying the loads i applied.. Please I need help! :(
  • UC Ratio problem

    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
  • fail beams and columns IS800

    Hi sir, Staad showing fail beams and columns. How to check existing building in Staad pro (I want main how took a parameters in Staad pro)? Any suggestion tell me.if any mistake is their tell me sir,please reply. this my model input. STAAD SPACE…
  • COMPOSITE DECK

    Dear sir, I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can…