RE: Deflection in the rafters.
Can you please elaborate your point? Are you asking why you are getting deflection or you are asking why the critical condition is deflection? Please clarify.
View ArticleRE: Master Slave command
H Kaushal, Thank you for your response. My main concern is with regards to question number 2, as if I change the value to a -ve it affects my analysis results, which indicates that the value before the...
View ArticleRe: American Aluminium Code - STAAD
Hi,I was wondering when STAAD will upgrade their American Aluminium code Check? Currently built-in code check is based on the 1994 version, which is really outdated!!I think the current version is...
View ArticleRE: i m getting severe(37): inconsistent record length error file while...
Please upload your .std file so that we can troubleshoot the issue.
View ArticleClik here to view.
i m getting severe(37): inconsistent record length error file while running...
hi , i m using latest stadd pro version 20.07.11.70. while running large file i m getting visual fortran run-time - severe(37): inconsistent record length error.can anyone tell how to get rid of from...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
Ok thanks. I am looking into it and will get back to you with my findings.
View ArticleRE: Distribute load between four supports
I am not sure how you have modeled the structure. Please upload the model so that we can take a look. From the sketch you provided, the loading does not look symmetric and so reactions would be...
View ArticleRE: Moving support reactions
The only way would be to have separate models for each support position and run separate analysis for each.
View ArticleMoving support reactions
Hi,We know that we can define a moving load in STAAD. Is there a way to define moving reaction supports? Say for example, if I want to know the reaction on supports supporting a bridge and if the...
View ArticleSTAIRCASE BEAMS IN MODEL
HI FRIENDS I AM ANALYZING A STILT+4 RESIDENTIAL BUILDING AS PER "IS CODE". I USE TO BREAK MY COLUMNS AROUND STAIRCASE IN LEVEL OF MID-LANDING & ALSO IN FLOOR LEVEL ONLY IF SLAB CONTINUES IN FLOOR...
View ArticleRE: Storey Drift Calculation in Response Spectrum Analysis for STAAD Pro
Load combinations with Static Seismic load case (Design Horizontal force method) would report storey drift like the combinations with the Wind loads. But, load combinations with Response Spectrum load...
View ArticleRE: Deflection in the rafters.
Respected sir, I want to know why the global deflection for rafter is above the limit(L/180 = 25/180 = 140 mm approx.), am i missing something or is there some other reason.
View ArticleRE: Distribute load between four supports
Also, kindly upload the sketch of your expected BMD and SFD.
View ArticleClik here to view.
Distribute load between four supports
Hi,We have a beam with several concentrated and uniformly distributed loads. We have four (virtual) supports. Each pair of two supports is connected again to a common point.So it turn we have just 2...
View ArticleRE: Deflection in the rafters.
Why do you expect that the deflection should not exceed L/180? The global deflection is related to the load applied and the stiffness of the structure along that deflected direction.
View ArticleClik here to view.
RE: Deflection in the rafters.
You should not look into the global deflection rather you should look into local deflection. You can incorporate deflection checking in STAAD.Pro by using DFF, DJ1 and DJ2 parameter. Please have a look...
View ArticleRE: Deflection in the rafters.
It seems like your question is on analysis. If your concern is on the deflection limit check (serviceability), then you need to input the DFF, DJ1 and DJ2 parameters in the design parameters. Please...
View ArticleRE: Track 2 / Track 4 / Member selection
Thanks for your answer, The problem is that Eurocode is a few diferent, for deflection check you may select track 4 and ONLY check defletions, I don`t know why. First you may check stress and then you...
View Article