RE: Pushover Analysis
OK, so it looks like you in the right forum for STAAD.pro now, but what's the question?
View ArticleModelling for a practical problem in Steel Box connection;
Dear All,I have a problem in one of my projects. The column is a box type of 800x800x28mm in which tubular bracing is connected to it.the maximum horizontal load is from support reaction is 700 tons,...
View ArticleRE: blast design using Time history analysis
Could you identify the specific Bentley product and product version you are using (note that we have several hundred software products, so identifying that really helps us focus on which one to...
View ArticleRE: blast design using Time history analysis
Dear Phil STAAD.Pro V8i ( SELECTseries 3 ) , it is the software I am using for your quick focus.Thank you .
View ArticleRE: blast design using Time history analysis
1. The direction will be decided by what you will specify for the time loading. For example, if you want to define a Type 1 time history loading (Type number as specified in the Time history...
View Articleblast design using Time history analysis
Dear AllI have few questions that confusing . 1. The Pressure Symbol of Time History Load( left-right headed arrow ), what does it mean and how to define the pressure downward or upward ( inward or...
View ArticleRE: Modelling for a practical problem in Steel Box connection;
I tried and read through your problem description a couple of times. I feel that it would be good if you can attach a picture illustrating your point. You need to have all the relevant members in the...
View ArticleRE: LTB Moment Capacity (Lateral Torsional Buckling)
Can you attach your STAAD file? I will run it in the latest version and see the results, However, the results differ by only 4.5%, which should be acceptable.
View ArticleRE: Staad Pro Learning Document
I am not sure of the answer to this question. But to the best of my belief, this manual is only available if you take STAAD.Pro Advanced Training from Bentley.
View ArticleStaad Pro Learning Document
I'm currently learning Staad.pro from : STAAD.Pro - General Structural Designer »In the videos , there is a training manual named : STAADProV8i Advanced Training .pdf where to get this Training manual...
View ArticleRE: Modelling for a practical problem in Steel Box connection;
I have attached the file in reply to the email, does it work?
View ArticleRE: RCC column design
So, I can use the output reinforcement detail as such without need to resize the column right?Thanks againArunkumar
View ArticleRCC column design
Dear sir, What does it mean when the out put of staad for column design says that " The number of iterations exceeded 500" ? regards ramakumar
View ArticleRE: Effect of specifying Load Case type
Thank you sir. Is there any other effect of specifying the load type?Thanks again.Arunkumar
View ArticleEffect of specifying Load Case type
Dear Sirs, When creating the primary load cases in STAAD, we are allowed to specify load case type as DL, LL, LL (reducable), LL (roof), WL, etc. If I understand correctly, this is used for the...
View ArticleRE: LTB Moment Capacity (Lateral Torsional Buckling)
Dear FriendBelow staad data for reference. Best regard Hidayat
View ArticleRE: Effect of specifying Load Case type
I think if you will use the auto load combination based on your design code, specifying the load type is very important.However, if you do not specify the load type (type: None), that load will not be...
View ArticleRE: blast design using Time history analysis
Thank you so much for your guide.I am using the load combinations below.LOAD COMB 10 DL+LL1 1.0 2 1.0LOAD COMB 11 DL+LL+BL1 1.0 2 1.0 5 1.0LOAD COMB 12 DL+LL+WZ1 1.0 2 1.0 3 1.0LOAD COMB 13 DL+LL+WX1...
View ArticleRE: RCC column design
Ideally, you can work with the Ast required. But, you need to go for different bar distribution. IR check with the provided % of reinforcement has to be checked manually.
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