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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
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
How do I design a moment frame in the weak axis? Staad is "failing" sections that were designed in a previous command for "Select Members". Why?
Gopalraj Manitraj
QUESTION 1: I am designing a 12-storey building using Staad Pro v8i. I have moment frames going in both East-West and North-South directions. The frames in the E-W direction are to be designed per the strong axis due to wind load considerations. How…
Answered
over 10 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
Inclined Load Path due to Member Offset at one Node
syedmuzaffer
Dear Staad Experts, Attached is a simple Joist with tapered ends. For making the model as close to the real application as possible I have applied a "OFFSET" so as to achieve the top flange straight, due to this the NA has become slanting for the…
JOIST.std
over 10 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Tension Only member with initial axial capacity
Eugene Afable
Hello to all, In reality horizontal braces (or vertical brace, beam, etc) that is design for tension only resist "some" axial compression capacity. Is there a way that this axial compression capacity can be input in STAAD? For example, a horizontal…
over 9 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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