RE: Force units revert upon opening new session
I just checked and found that this setting is not retained in the recent SS6 version but I do remember the output unit setting to be retained in earlier versions like SS5. I have reported this to the...
View ArticleForce units revert upon opening new session
Good afternoon,Is there a way to set the output Force Units to be the same upon opening each new session of STAAD.Pro? I am having to change the units each time I open the file if I need to print...
View ArticleI am getting shape of building like while buckling analysis, Is it write or I...
I am getting shape of building like while buckling analysis, Is it write or I am doing something wrong???? Please helpSTAAD SPACESTART JOB INFORMATIONENGINEER DATE 08-Apr-16END JOB INFORMATIONINPUT...
View ArticleRE: Material table with 0 density in report
No, I only have read and execute permission, but I can get my IT to help me with that.
View ArticleClik here to view.
Material table with 0 density in report
I noticed that in the Report in Material table density is reported as 0. Staad Editor has the value for density provided. Why is that?Magdalena
View ArticleRE: single pile
STAAD Foundation Advanced does not design a cap with a single pile. There has to be at least 2 for it to design the cap.
View Articlesingle pile
Good evening,I am designing pile cap using Staad foundation. I have imported staad file from staad pro. Pile capacity is more than thousand and my support reaction is only around 300. Still I am not...
View ArticleRE: STAAD PRO STATIC SEISMIC DEFINITION - EURO8-2004
The pseudo static seismic analysis to EC8 has not been implemented in STAAD.Pro yet.
View ArticleRE: RAM Connection issues
Which STAAD.Pro version are you using? Which design code are you using for the connection design? Please note that only steel connections can be designed in RAM Connection, so connection to concrete...
View ArticleRAM Connection issues
Hi Im working on a building design in STAAD Pro and, Im trying to design the connections using RAM Connectios but when I choose a connection a message appears saying that "No connections have been...
View ArticleRE: STAAD PRO STATIC SEISMIC DEFINITION - EURO8-2004
is there anyway to overcome this !?
View ArticleRE: STAAD PRO STATIC SEISMIC DEFINITION - EURO8-2004
As Modestas mentioned, equivalent static seismic load generation as per EC 8 is not possible right now. So as of now you may calculate the seismic shears manually as per the code and apply these as...
View ArticleSTAAD PRO STATIC SEISMIC DEFINITION - EURO8-2004
Hello all,I want to ask about is there any possible method to input static seismic definition with (EURO8-2004) code in STAAD PRO ... it is possible to input its response but I didn't find a way for...
View ArticleRE: RAM Elements: Modeling Cracked Wall Section
Regretfully, there is not a corresponding Ig factor for shells in RAM Elements. Using a reduced thickness or a lower elastic modulus are ways to work around this. Note, however, that these would also...
View ArticleRAM Elements: Modeling Cracked Wall Section
In RAM E, cracked sections for beams and columns can be easily modeled using the Ig factor. How about for the shear walls? Is there a way to input the effective moment of inertia of the wall section?...
View ArticleRE: Range of Wind loads
Wind loading on windward and leeward faces should be applied as part of the same load case. The video on the Learn Server demonstrates a practical approach showing how wind loads on windward, leeward...
View ArticleRE: RAM Concept Minimum Code Reinforcement
The code minimum check is working as expected in a test model here. If you would like us to review your model, please share it using the Secure File Upload link at the bottom of the page and then post...
View ArticleRAM Concept Minimum Code Reinforcement
Dear RAM Concept team,I am designing a slab to the Eurocode.I have a uniform mat on top and bottom (User reinforcement) with an amount of reinforcement larger than the minimum required -chapter 9.3.1.1...
View ArticleRE: Column and rafter members are not designed.
Nodes 38 and 52 in your model were very close to each other and some of the members at that location were connecting to one node while some others were connecting to the other node. This connectivity...
View ArticleColumn and rafter members are not designed.
Anybody kindly tell me why my members with property 31 & 32 are failing, while the other members are getting passed.STAAD SPACESTART JOB INFORMATIONENGINEER DATE 23-Apr-16END JOB INFORMATIONINPUT...
View Article