SLAB ELEMENT RESULTS
I am new in staad pro so please answer this question in very easy language....! When we design plate element than staad output gives concrete design results but i can't read them.....can anyone help me...
View ArticleModelling and I-beam using plate elements
For a 30m single span pin-roller beam, subjected to a uniform load of 25.4kN/m, the theoretical deflection is 218mm. I ran two models.Model 1 - Single line beam elements, Model I-beam Rev2 attached....
View ArticleMODEL GOT HANG WHEN WE SELECT WIND LOAD
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 13-Mar-18END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 54.4011 12 0; 2 54.4011 12 8.69502; 3 54.4011 12 15.26; 4 54.4011 12 18.59;5...
View ArticleDEFECTION CHECK
to whom it may concern,as you can see i inputted a sample beam in staad pro connect edition. it is a 5m beam tube is 48.3mm diameter and 4mm thickness with a yeild stress of 142000kN/m2 and has a load...
View ArticleWarning in RAM: Bolt slip class does not match slip resistance recommendations
I am designing column splice joint of bearing type according to EN 1993-1-8There exists net tension in the flange, hence I will have to use preloaded bolts & hence apply slip resistance check.1)...
View Articleresponse spectrum analysis STAAD model question
My response spectrum analysis STAAD model has a peak modal response of 0.4g yet I'm getting a beam force that is significantly greater than 0.4 times the load on a Single degree of freedom member. How...
View ArticleRAM - Concrete Column Fixity
The concrete columns in my model are all assumed to be fixed, but I have a transfer beam in which the column it is supporting is inheriting a very large moment due to the base fixity. How can I change...
View ArticleINQUIRY REGARDING STAAD PRO SELECT AND STAAD PRO CONNECT
To whom it may concern,Hi i may ask a question please see attached file the subscription in which my company subscribe for me.and actually for the past years i always use the STAAD Pro vi8 series 6....
View ArticleDeflection Plots in Concrete Design
Good morning allWithin the concrete design tab, I have formed the slab and got the deflection / displacement plots.I have two questions regarding this. if anyone could help that would be much...
View ArticleWARNING:Section fails while designing section: 0.0 mm Nominal shear force...
Dear sir,I was getting error as WARNING:Section fails while designing section: 0.0 mm.please guide what I done wrong in model or Loading application.STAAD SPACESTART JOB INFORMATIONENGINEER DATE...
View ArticleRAM Concept - Column Reactions
HiI have modelled an RC transfer slab to support a precast tower. The precast designer has provided dead, live and variable wind loads which I have input into the model. I'm looking at the column below...
View ArticleCan i apply moving load on offset beams?
I tried apply moving load at an elevation, the beam at the location is in offset so i got a doubt whether what is the level should be considered for moving load.
View ArticleError Page After Pressing "Download Software"
Hi All,I get an error in the page for downloading the software.I would be very thankful if anyone can explain how can the issue be fixed.Thanks
View ArticleWhere is RAM SBeam?
I upgraded to Structural Enterprise and am still learning how to use it. I used it a lot and need it in a hurry. Please help.
View ArticleNozzle loads derivation to the supports
communities.bentley.com/.../CRODA-PACE_5F00_Ammonia-Storage-_2D00_VE05.std
View ArticleNozzle loads derivation to the supports
communities.bentley.com/.../6675.CRODA-PACE_5F00_Ammonia-Storage-_2D00_VE05.stdHiPlease see attached model where in absence of Staad foundation I am trying to get vessel support reactions from nozzle...
View ArticleSTAAD.Pro Editor - Built Up Member Points Greyed Out
See the attached picture. Points from the built up members are greyed out in the Editor. Does this affect the analysis at all? I tried moving parts of the line to the next line using the...
View ArticleRAM SS Frame Analysis Error and Rotation Point Error
Hi there, I have a RAM SS (Frame) model that I am trying to run for wind, seismic and dynamic analysis. There are a few errors associated with this that I am getting. There are errors regarding polygon...
View Article混凝土截面如何构建?能否提供视频资料?(How is the concrete cross section constructed?Can you...
混凝土截面如何构建?能否提供视频资料?How is the concrete cross section constructed?Can you provide video information?
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