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Column
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Bracing connections as per IS 800
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factor
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plates
plates- beam connection
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water tank
HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...
Dragon
STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…
10 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Buckling Factor for Simple Pinned Column
Aravind T
Hi, I used the verification example for the buckling factors for determining the critical buckling loads for a simple column (pinned pinned). However I get different results every time I run them. How do I ensure that the values I get are the…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Problem modelling plates on top of beams for elevated steel water tank
SUJAY H M
I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Looking for clarification on RAM Steel Column Sign Conventions
Conor Lenon
Hello, I'm looking at this article, and would like some clarification: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2055/ram-steel-columns-fa The diagram says "minor" and "major" axis moment, however…
over 5 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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