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RAM | STAAD | ADINA
RAM | STAAD Forum
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AISC
RAM Elements
2D Truss
3D analysis
B2
composite sections
deflection
RAM Connection
RAM Frame
RAM Steel
slenderness
STAAD.Pro CONNECT Edition
Steel
Truss
truss analysis
Truss design
WARNING- Deflection check of member # 11 will not be performed as DFF value not provided.
Vivek Verma
I am getting this warning: WARNING- Deflection check of member # 11 will not be performed as DFF value not provided. I am sharing the input command. Please provide your view. STAAD SPACE START JOB INFORMATION ENGINEER DATE 15-May-23 END JOB INFORMATION…
3 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Error in Design - Simple Steel Flat Truss
Matt Cissi
Hello All, I have modeled a simple steel truss to check my hand calculations. When viewing the global status of the model, the diagonal members are shown to have "Errors in Design." The members all have ratios from 1.84 to 3.6. However, my…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
structural steel truss design in staad
Gilbert Fontenard
Good day Everyone, I would like to use STAAD pro to design the connections for a structural steel truss, however I am having a little difficulty as it relates to selecting the correct connection for the joints of my structure using the RAM connection…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: Amplified first-order analysis
Seth Guthrie
I am not seeing that warning in the steel output (for column 6 which I reviewed) using version 13.04.00.177. The technical notes we have related to column slenderness and are here if they help: RAM Elements Unbraced Lengths RAM Elements Effective…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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