RE: How to Apply Load with Eccentricity
Yes, STAAD will consider the loading even if d2 is more than half of the flange width. However, this won't be visible in the graphical user interface.
View ArticleLand Drilling Oil Rig
Hello, Kindly clarify the following queries with regard to Wind load:1. In the applying wind load tab, What does the "Open structure" tab mean? What If I check this box?2. What does exposure to a...
View ArticleRE: How to Apply Load with Eccentricity
With that, may I ask how am I going to know if the position of the load (say 1m away from the beam) is correctly inputted? From above snapshot, should it be 1m or -1m?
View ArticleRE: STAAD.Pro Error Not Enough Memory in Sparse Solver?
Try running the model with the Basic Solver (Advanced Analysis option unchecked in the start-up page of STAAD.Pro) and see if you can get the analysis results.
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STAAD.Pro Error Not Enough Memory in Sparse Solver?
Good afternoon,I have created a model of a hydraulic control structure using STAAD.pro V8i (SELECT series 6 - Version 20.07.11.70). When I analyze the model I get an error message that states (See...
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RE: How to Apply Load with Eccentricity
The d2 value is positive in the general direction of the parallel local axis. The eccentricity value can be seen in the loading name in the GUI or in the STAAD Editor.
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How to Apply Load with Eccentricity
Hi,How can I apply a concentrated load with eccentricity in STAAD?I have a beam at EL+8m and it supports a saw machine which may be pushed by 1m (away from the beam).Kindly see above snapshot.Please...
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URGENT!!!Regarding Natural frequncies and modal participation
Please help me regarding natural frequencies, Im trying to check my structure if its natural frequenciesdoes not exist within the frequency range form +20% to -20% of frequency at rated speed or...
View ArticleCAN STAAD CONSIDER REQUIREMENTS FOR SEISMIC DESIGN CATEGORY D
HI GUYS,I have one question in case of design building according to AISC and building in seismic design category D , can staad take the requirements of AISC 341 for seismic provisions and if he does,...
View ArticleError in OPENSTAAD Help file
In the HELP manual of Open STAAD, one example is provided for Rectangle Beam Capacity Calculations.File name :.....\SProV8i\OpenSTAAD\Rectangle-Beam.xls.There is macro in this file named :...
View ArticleRE: Weld Design for HSS to HSS Member in Staad
Hi Sye, Is there any update on HSS to HSS connection (Chapter K of AISC) in Staad? Thank you
View ArticleWeld Design for HSS to HSS Member in Staad
I am Using the AISC ASD to Check Weld, I have Given Values for Weld, Wmax, WMin, but I can find no listing of welds in output.What do I need to do to get these to list?
View ArticleEN1993-3-1
Hi,Please can someone help me..Is EN1993-3-1 available in STAAD.Pro?I can only see EN1993-1-1 in my Staad.I am trying to specify structural design parameters for a telecommunication tower according to...
View ArticleRE: STAAD.Pro Error Not Enough Memory in Sparse Solver?
This fixed the problem. My model takes an hour to run but it does work. Thank you.
View ArticleResponse Spectrum Analysis -Cylindrical Design
Hello, I would like to run a response spectrum analysis on a silo, and technically is only has 1 floor. I defined my seismic definition to IBC 2012 and I created my response spectrum load case detail....
View ArticleRE: Torsional design - How to change results from ksi to SI?
In the Output the following information is shown for the beam that I'm checking: STAAD.PRO CODE CHECKING - ( AISC-360-10-ASD) v1.4a...
View ArticleRE: Torsional design - How to change results from ksi to SI?
I think you've found a bug. I tried also and the stress values under "AISC DESIGN GUIDE 9" didn't change when I changed the units. The values in the other part of the report did. I would turn in a...
View ArticleTorsional design - How to change results from ksi to SI?
Hi everyone,I'm checking the torsional design for a beam but the result that STAAD provides seems to be in ksi regardless the model is in SI (Mton), is there a way to change these results (from ksi to...
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RE: Deflection of a cantilever beam
STAAD.Pro results do not match with your hand calculations because shear deformation is considered during STAAD.Pro analysis, while this is not considered in your hand calculations.Section 1.7.1 of the...
View ArticleRE: A pinned-pinned column deflection
You can find this displacement in the Beam Relative Displacement Detail table which can be found in the Node -> Displacement vertical page in the Postprocessing mode.
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