I have STAAD Pro2007. It keeps crashing and gives an error message when...
I have STAAD Pro2007 7-Zip on my computer. It keeps crashing and gives an error message when running analysis that AISC 360-05 (US-Steel) Code is not supported.Also, I cannot fence and delete nodes and...
View ArticleTorsional Stiffness
Hi,I have this kind of model with a cantilevered structure attached unto it as shown below in the image.I'm a bit puzzled of the deflection result and i'm worried there is something wrong in my model....
View ArticleSHEAR WALL ANALYSIS AND DESIGNSSS
HELLO I AM USING STAAD SS6 FOR MODELING AND ANALYSIS OF STRUCTURE. FOR MODELING I AM USING BUILDING PLANNER MODE WHILE APPLYING SHEAR WALL I AM ABLE TO SEE SHEAR WALL IN RENDER VIEW.NOW FOR THE...
View ArticleClik here to view.
Unable to delete beam
Hi there. There seems to be a "phantom beam" in my RAM analysis model that I am not able to delete. You can see the little beam piece (it looks sort of like a stub cantilever, but white instead of...
View ArticleDENSITY NOT PROVIDED. SELFWEIGHT COMMAND IGNORED ERROR
Greetings, can someone please check why do i get the error message of density not provided.Thanks.-----STAAD SPACE DXF Import of front canopy.dxfSTART JOB INFORMATIONENGINEER DATE 17-Dec-15END JOB...
View ArticleI have an error after the step of " Run Analysis"
The STAAD.Pro error message: " NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED."And what can i do for this question?
View ArticleClik here to view.
Mode shape understanding
In many modes starting from first mode (1.209 Hz) of seismic analysis of steel structure .. I am seeing structure top frame is disconnecting from its column support.whether this means the structure is...
View ArticleTaking nodes.
please anybody tell me, when should i take nodes for the design of PEB(pre-engineered building), for columns and rafters, i know that, when a new member is started or when load is changed or we are...
View ArticleStaad Advanced foundation Unexpected Results
Hello,I am trying to design a foundation using Staad advanced foundation (V8i) using Eurocode. Reactions were imported from Staad steel design file. One of the foundaiton strips is failing in punching...
View ArticleSTAAD Foundation Advanced-Plant Foundation Mode
In the vertical vessel plant foundation mode there is a "pedestal dowel calculation" contained in the design output. How is this calculation performed? I see no location for input in the Data Input...
View ArticleSTAAD Foundation Advanced v. 7.2
Using the vertical vessel design in the Plant Foundation Mode it appears that the wind load output values that are contained in the "Calculation Sheet" are questionable. Using the "Calculation Sheet"...
View ArticleClik here to view.
STAAD Error
What causes the following type of error? I got this when analysing with the Advanced analysis plus engine. Please help. Thanks in advance.
View ArticleUnreported Failure in BS5950 Code Checking
Hello!When I run a STAAD file with default track on, all members are adequate (PASS). However, when I expanded the output, it turns out that one case has a ratio of more than one yet the report says...
View ArticleClik here to view.
Inputting point loads on plate
How can i input a point load in an arbitrary point on a plate?When a big plate has meshed, STAAD automatically creates nodes at the specified regular intervals.However, if the location that i want to...
View ArticleHow to customize report of mat foundation?
where I have to put slab and beam property?where I will get the details of beam and slab reinforcement?
View ArticleClik here to view.
Runtime eror program: c:\ProV8i ss6\STAAD\Staadpro.exe abnormal program...
Hi all,Present I'm using STAAD.Pro SS6 20.07.11.45. But when i import file (*dxf) form snapnode\beam -> import.Then the software appear notify as bellow.Please help me resolve this problemThanks...
View ArticleWhat deflection is staad using in the deflection code check?
I have been trying to check deflections using the code check in STAAD and I am getting an unexpected error. I have been using the following parameters in the code: PARAMETER 3CODE AISC UNIFIEDMETHOD...
View ArticleCODES used in staad pro V8i (select series 5) analysis
Hi,I would like to know which code to be used in structural (onshore skid) analysis in STAAD PRO.Currently I'm using AISC 360-05 (AISC UNIFIED 2005).Thanks...
View ArticleDesign of Column
Dear sir, I got warning for design of column due to this warning it doesn't give concrete design for column.its shows the WARNING:Unable to accommodate required reinforcement.So,please give...
View ArticleMaximum moments and shear
Dear Gents ,I have model for concrete slab 4m x4 m with moving load by using dummy member colud you inform me which values of moment is the correct and i should adopted in design calculation for slab...
View Article