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Primary and Secondary beams Intersection vs merge
Sulaiman Ade
Hello Everyone Which is better to intersect the primary beam and secondary beam (Figure1), or Merge the primary beam to be one (Figure2)?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Design of Solid slab (Conventional slabs)
Sulaiman Ade
Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Dummy beam
Sulaiman Ade
Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How to create a cantilever slab by using the Physical modeler?
Sulaiman Ade
How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
UC Ratio problem
arul mani
warehouse.zip wind calculation also in that folder.... try to fix this probem guys
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
URGENT SUPPORT NEEDED ! I have hundreds of warnings and I have no idea what's wrong
dImeNsiOnFifTh
I have hundreds of warnings and I don't know what to do about it. They are all about ZERO STIFFNESS IN DIRECTION__ AT JOINT__ EQN. NO.__ and THERE WERE MORE THAN 12 DOF WITH ZERO STIFFNESS. VILLA QAHTANI R14.std
over 5 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
wide column modelling in staad
akhil kp
anyone know how to model a wide column -beams junction for a concrete building . and how to add floor load for the area.please help me, thanks in adavance
over 10 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
section database property developed in STAADPRO is not recognized in STAAD Offshore
Bagmass
Dear friends I need your help to solve a error when i try to open Staad pro model in STAAD offshore. I'm not able to load my model because user defined section database property developed in STAADPRO is not recognized in STAAD Offshore. How i need…
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over 9 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Re: section database property developed in STAADPRO is not recognized in STAAD Offshore
Bagmass
Hai Sye Thanks for your kind support. my earlier problem is solved now i came up with new problem. could u please help us. we assigned few members in our model STANDARD Circular hollow sections (CHS) european Its shows section Invalid. for ex. we assigned…
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over 9 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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