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Designing Studs for Specific Beam Size
In RAM SS, I have a group of beams that I know the sizes I want, but need to come up with number of studs and camber. Is there a way I can do this?All steel beams are specified as composite in the...
View ArticleStaad and AISC Sesimic Provisions and Tube Shapes
I have an equipment screen wall frame.The screen wall frame is HSS columns and HSS beams.Bracing is not allowed so we have consider it a moment frame.It is in seismic design category D.Will Staad...
View ArticleCable unstressed length
How to apply unstressed cable length for a cable with total length L=3.0m which has been segmented in 1/3rds.Each segment to be let say 1.05m or to apply to each segment 3.1m?Regards,
View ArticleCable length
What does this mean in a cable analysis:" **WARNING-THE MEMBER CABLE LENGTH ENTERED IS LONGER THAN THE MEMBER LENGTH"?Thnks and regards
View Articlepurlin
what type of moment release is done in staad for purlin? is it my? kindly help me
View Articlepurlin
what type of moment release is done in staad for purlin? is it My or Mz? kindly help me
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Staad Foundation Advanced Unable to create Mesh
Staad Foundation Advanced shows notification attached in this email. How to generate the mesh I created? thank you.
View Articlereleases in the truss end
Dear sir,in my design joist are sitting on the main trusses .i am considering it as a pin connection so I gave release my and mz at the end of the joist. but problem is that when I gave releases the...
View ArticleI AM MODELING A GRID OF SHEAR WALLS SUPPORTING A SLAB HOLDING WATER,...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 24-Feb-19END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES134 0 0 0; 135 8.8 0 0; 136 0 0 5; 137 8.8 0 5; 138 0.4 0 0; 139 0.4 0 5;140 0.8 0...
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Using Excel with STAAD
I am new to STAAD.Pro. I wasn't able to fallowup the video "using Excel with STAAD.Pro and RAM".Please help me. How to get following widows.
View Articleerror in advanced stadd pro edition utilisation ratio
first of all let me clear my question. I'm using advanced stadd pro version.1. I have assign AISC sections in my model W12x30 and W12x30 TEE.2. the utilisation ratio is showing value in 100 E3.any...
View ArticleDeflection Check with Eurocode version 11.33
hi everyone,I,m trying to make the deflection check with the EUROCODE in the program version 11.33. I write the enveloped y write de CAN, DFF and DJ and TRACK conditions but it is not possible to se...
View ArticleStaad foundation
Dear sir,I used staad foundation and in that i did not found the option Export to spreadsheet .so pls provide help.
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staad foundation
Dear sir,I used staad foundation and in that i did not found the option Export to spreadsheet .so pls provide help. Here i attached the photo of my staad foundation.
View ArticleSingle cable member analysis
If I have one single cable member and run cable analysis, it will report error. If i split it into two members, it will run analysis correctly.Why?
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Middle PT beam Design strip with concentrated mild steel.
Hello Seth, I followed Your instructions about modeling design strips for PT beams, but in some cases there is an excessive Bottom mild steel bars in the middle strip. what is the reason for this...
View Articlesoftware upgradation
Dear sir,Software upgradation is free or any cost we have to pay??
View ArticleHi everyone I encountered an error in my staad project. It says "very week...
VERY WEAK SPRING ADDED FOR STABILITYNEAR INSTABILITY AT JOINTS
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