error
**ERROR- MORE THAN ONE UBC LOAD COMMAND IN A LOAD CASE............... what does it mean
View ArticleI have applied the earthquake load but I am getting very low moments at...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 07-Jun-18END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0.57 0 1.33; 2 4.15 0 0.84; 3 7.2 0 0.84; 4 12.12 0 1.18; 5 16.04 0 1.18;6 9.87 0...
View Articlein my project, there is multiple warnings and notes where written in...
*WARNING- ZERO STIFFNESS IN DIRECTION 5 AT JOINT 1303 EQN.NO. 209***NOTE - VERY WEAK SPRING ADDED FOR STABILITYplease let me know the solver for the following reasons thanks in advance...
View ArticleSTAAD Export Including Plates
I am using STAAD.Pro v8 and have just downloaded STAAD.Pro CONNECT with the latest ISM (which I understand is v6.0).I have tried exporting a model to ISM using Structural Synchronizer. The model is...
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"ERROR E VALUE ENTER IS"
Dear sir,when I getting error as "ERROR E VALUE ENTER IS DOESNT SEEN REALASTIC"please correct me if I done something wrong.refer...
View ArticleSTAAD showing CODE INDIAN even after I have selected IS800 2007 LSD
I have selected code IS 800 2007 LSD which is also my default code but staad is showing CODE INDIAN in editor file. Are both same? or it should show IS800 2007 LSD? Also I want to know permissible...
View ArticleRAM Connection - Canadian Code, Tekla, auto design, cope parameters
Good day,Some questions about RAM Connection V11.- is there a Canadian code design available or one coming in the future?- is RAM connection able to speak with 3rd party programs such as Trimble's...
View ArticleIs it possible to carry out a preliminary PT slab design without inputting...
Hi, I'm exploring the possibility of carry out a preliminary PT slab design without inputting the tendon in the model. Does Ram Concept has the capability of doing this? Thanks.
View Articlewarning in the staad pro
WARNING:Unable to accommodate required reinforcement\even i given the RFACE commanded also
View Articlewarnings regarding very weak spring added for stability
when secondary falls on the primary beam we need to release the moment in direction we need to release whether MX or MZ or both the directions
View ArticleSteel Column design in staadpro
Hi All, I'm designing steel building frame ... I would like to have some suggestion about the column design in staadpro ... why the staapro shown the two unity ratio for the column when i split the as...
View ArticleLIMCON CONNECTION WARNING
communities.bentley.com/.../33kg73kgweb.lmcDear Sir,Kindly check the attached file. SG value is correct but again I'm facing warning.it is 60mm<80mm.and software asking me design is not acceptable....
View ArticleNo results from cut by a plane method
Hello, I attach my Staad model for your attention. I am wondering why the plane I have cut does not give any values for Fx, Fy and Fxy? Also I cannot obtain a number of the outputs from the cutting...
View ArticleRam Structural System - Effective length Method
Hi - I was wondering if Bentley has tutorial/ handout describes the design of steel structure using Effective length method? Similar to the Direct analysis method in link below....
View ArticleHow to get Staad.Pro file from Tech Talk: Computing Seismic Load Using...
Hi, I saw the Tech Talk: Computing Seismic Load Using Dynamic Analysis, and the Staad.Pro file use by Sye have a really nice organization, so I wondering if it's possible to have the file used at the...
View Articlehow to overcome this type of warning
*** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1 D E S I G N R E S U L T...
View Articlewarning note
***NOTE - VERY WEAK SPRING ADDED FOR STABILITY----- what is meaning of this in staad o/p file
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where to give the releases for the beam in following pic
in the following pic... there is secondary beam passing through another secondary beam. in this case where we need to give releases
View ArticleTrouble with Assigning Wind Loads and Determining How the Resulting Nodal...
Hello,I am working on a model involving Moment Frames connected by bracing (tension member only) and purlins.I have generated a Wind Definition and intensities using the ASCE option. I have also...
View ArticleOn the Input of Yield Stress values of User-defined Materials
Hi, Dear Friends:We are using STAAD PRO for structural strength analysis with ASIC ASD code check. We used the user-defined material GUI to define different YIELD stress (170MPa) and Tensile...
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