• I need a little help running my model. Error in analysis

    I have done possible everything. But my model is not running, seems something happened with ubc load. Can anyone please check it. Thanks in Advanced. STAAD SPACE START JOB INFORMATION ENGINEER DATE 09-Aug-23 END JOB INFORMATION INPUT WIDTH 79 UNIT…
  • Staad Analysis- Exception Access Violation Raised, Aborting Analysis

    While doing Staad Analysis Error- “Exception Access Violation Raised, Aborting Analysis” has occurred. MEMORY 200 STAAD SPACE START JOB INFORMATION END JOB INFORMATION SET NL 1060 INPUT WIDTH 79 Has been given in input. Still problem is…
  • RAM Concept - Program Error During Load History Deflection Calculation

    While running Calc Partial through the Load History Deflection step, I receive the following popup error message which causes the load history calculation to terminate: "Program Error (no deflection found for point inside slab in SpanSegment::deflectionAnalysis…
  • PMEMBER DOES NOT EXIST

    hELLO! Im getting an PMEMBER DOES NOT EXIST error, can someone help me with this, please? At first i saw that i hadnt define some of the members but that didnt help. 51437.Structure1_MOD_Gangway_Whole_Structure_20230330.STD
  • RAM Concrete Beam Design - Design Warning for Flexural Reinforcement

    I have an 8"x16" concrete beam and in the end span of a multi-span condition, it says the bottom flexural beam reinforcement fails code limit by 1 bar. I have 2-#5 bars currently for all spans and for every other span, this is adequate and meets all code…
  • 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…
  • SACD/RCDC shows wrong column ties arrangement

    Retaining Wall_Rev A-r0.STD
  • ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY."

    I am trying to analyse an aluminium frame but sections to be used are not in database so I tried USERTABLE and made 2 sections First is 30x20x1.4 mm channel section and second is SHS 40x40x1.4 . After runing analysis it throughout an error as in subject…
  • Error - Modulus of elasticity not entered for member/element/solid no.

    i am modelling a building substructure in STAAD PRO CONNECT EDIITION And getting the error regarding modulus of elasticity. i have used" Missing property tool" to check if any member/element is left from property assignment but it shows that there is…
  • PLATE ELMENTS - CONCRETE POCKETS

    Hello, Please help. I am a new E.I.T. and I do not have alot of staad knowledge. I really need help with this project that has now taken me over 3 months to model. I need to model a grillage beam system with concrete pockets. There will be a 1/4"…
  • Reason for RAM SS Beam Design Module Crash While Using "View/Update Beam" Tool

    The "Steel Beam Design" module of RAM Structural Systems (CONNECT Edition v17.04.184 SES) keeps crashing as I use the "View/Update Beam" tool on members. Does anyone know how to resolve / avoid this? This issue takes this form: I open the RAM Beam…
  • Ram SS ERROR Section property not assigned for column number ## on story first

    Not sure how to reconcile this error, the column has already been assigned and deleting it and bringing it back in doesn't fix the issue either. any help appreciated
  • Error while updating column design in RCDC

    An error is showing while updating the column design in RCDC as shown below. please provide the solution .
  • Error when starting a new project in Staad Pro

    I am getting an error when creating a new project in Staad Pro it reads. Can i get some help ?? This application encountered a fatal error and must exit. Error: A task's exceptions were not observed either by Waiting on the Task or accessing its exception…
  • ERROR: slender section member skipped AIJ2005

    Hello, I am having issues with STAAD. I am obtaining the error "# is a slender section, design skipped", which I checked in other posts but the answer gave it doesn't work to me, sorry. Following the steps that I did in order to check the ratio utilization…
  • *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED.

    I have the subjected error, hereby i attached the staad file, please let me know why this occurs. thanks Stanley U70-D-0910_PIT_WALL_ONLY_RevA.STD
  • problem in RCDC how to solve this error

  • Cable stayed bridge analysis

    Hello sir/mam, I am post graduate student in structural engineering. I am doing my mini project . And analysing a cable stayed bridge. But having some difficulties and constant errors. please help me resolve this issue. Errors are 1. WARNING…
  • Why I cant run the Staad.Pro?

    This appears when I try to run the Staad Pro and I dont know what to do, someone help please.
  • Bug in Staad Pro connection edition

    Hi Team, We found a bug while working on the staad connect edition. The staad file is attached for reference. Screenshots of results are attached herewith. The design demand for the section is very less compared to the actual capacity. However…
  • Error in STAAD Foundation Advanced CONNECT Edition (CL) V9

    I am experiencing the error 0xc000007b. I'm trying to design Mat Foundation and when I try to press Änalyze" in the Mat foundation it appears the error shown below. Kindly help me with this. I also attached the file for your checking. 6332…
  • RE: Beam to column flange connection with Haunch Checks

    It seems demand calculation in RAM connection is incorrect. AISC DG 12 example 6.3 gives how only area of haunch flange is effective considering strut action of haunch flange. Bentley needs to look into it & take corrective action. #bug #error Seth…
  • Unable to read analysis data ,while import from v22 update 6 to rcdc v10

    Unable to read analysis data ,while import from v22 update 6 to rcdc 10 ,this problem appear if we include load rs in y direction, if I omit RS in y direction it works perfectly, what is the reason behind it, please help
  • Load history analysis error

    Hi During load history analysis, at the end, error occurs what I can not cope with: Reviewed model loads, rebar, first order deflections seem to be reasonable. No warnings in log. I can not send the file - confidential project. Any suggestions how…
  • 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…