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RE: Design of Columns in Tension per Eurocode
Seth Guthrie
This request came up for the Russian code not long ago, and we are thinking to adopt the method as documented in the publication, Reinforced Concrete Design, by C.K.Wang which is used in our current ACI batch design and could be used in the SP63 code…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
3 storey RCC structure
isaac rebeiro
Can anyone pls upload a staad file (.std) of a conventional g+3 rcc framed structure. It would be of great use in my project. Thank you
Answered
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: Do Staad.pro Can Analyze Structure with Flat Slab?
Seth Guthrie
You can model slabs of different thickness in STAAD.pro and still export the model for final design to Ram Concept, but if it were my model I would probably just use a single thickness simple slab in STAAD which is probably good-enough for lateral analysis…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Staad RC designer
bach
Designing with STAAD_Pro V8i release 20 07 08 20, I try to form a slab in StaadPro RC designer from selected plates but I receive this error message I checked the geometry (duplicate nodes and plates, warped plates) but all seems to be OK.
over 11 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Concrete design parameter FC for EC2 code. Characteristic or design value to enter?
romkeris
Hello, I need help with concrete design parameter FC for EC2 code. It's not clear - is it characteristic or design value? Is it characteristic cube strength Fck,cube from EN 1992-1-1?
over 11 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Concrete Design Optimization
akalasheh
Hi, Is there a way for STAAD.pro to optimize concrete beam and column sizes based on the applied loads? I would like to create a model of a simple reinforced concrete frame with stick figures representing the centroids of the beam and columns. I would…
over 11 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Staad concrete slab and beam modeling question
bsh117
I'm new to staad and have a simple modeling question. I'm trying to model a two-way concrete slab and beam system. I have the slab elements and beams defined, but when I view in 3-d, it appears that everything is being modeled from the centerline of the…
over 12 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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