RE: Bridge Deflection Manual Calculation
I would suggest to use SET SHEAR command in order to dishonor the shear deformation effect
View ArticleRE: Bridge Deflection Manual Calculation
Specify the command"SET SHEAR"on the second line of your input file. This will forcibly switch off shear deformations from the calculations.Example:-STAAD SPACESET SHEARUNIT KIP FEETJOINT...
View ArticleRE: Bridge Deflection Manual Calculation
Thanks Rajat. After setting this command, the deflection reduced from - 600 mm to - 593 mm. Can you guys please provide me the formulas to manually calculate the deflection?
View ArticleBridge Deflection Manual Calculation
I designed a bridge in staad.pro and found the deflection. I want to know how to calculate the deflection manually or if possible see how staad.pro calculates it. I would be very grateful to anyone...
View ArticleRE: Senior Design Project using RAM Structural System
In RAM SS we always require a slab edge and a deck filling that area in order to apply surface loads which are distributed by the deck to the beams. The deck needs to be one way (oriented normal to the...
View ArticleRE: Senior Design Project using RAM Structural System
The file you uploaded was incomplete (or corrupted) once I downloaded it. Let me know if the deck tips don't help and we can try getting the file again. Meanwhile, the RamTutorial.pdf manual might also...
View ArticleRE: Senior Design Project using RAM Structural System
I tried the upload again, it may have been that I had the model open while I was attempting to upload it. The version I am using is RAM Structural System V8i SELECT Series 3 Release 140.03.00.00. The...
View ArticleRE: single angle compression member design in IS800 wsd
RAtio - 1#nf Critical - Minor axis B
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single angle compression member design in IS800 wsd
hii am getting this error when i am using IS800WSD-2007 in Staad, what is the problem?
View ArticleRE: Senior Design Project using RAM Structural System
Two changes to make. In Modeler, layout a second deck on the top and the bottom area that is at 90 degree orientation, otherwise only the girders in that area will get loaded. Second, and more...
View ArticleRE: Senior Design Project using RAM Structural System
When you say top and bottom area, what are you referring to exactly?
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RE: Senior Design Project using RAM Structural System
Ok I took care of the deck situation, however the deflections are still to high in some areas, despite the limits I assigned on beams of certain size (l=30' ,l/360=0.083") the program doesn't seem to...
View ArticleRE: Senior Design Project using RAM Structural System
In your model, the deck is non-composite, so the beams are also non-composite and the only deflection criteria that matters is the last set, the non-composite deflection criteria, which limits Live...
View ArticleSenior Design Project using RAM Structural System
Hello,I am a senior at UNC Charlotte, I am currently in the process of completing my senior design project using RAM Structural System. I am new to the program and am trying to teach myself as I go. I...
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RE: In staad pro , which output stress for plate are governing for design...
Please go through the following post, hope this helps you:-
View ArticleIn staad pro , which output stress for plate are governing for design moment?
Is there any relation between stresses and design moment?
View ArticleRE: single angle compression member design in IS800 wsd
Please upload the model (.std file).
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