We have been working on a model and needed to create a number of custom sections to do so.
I created all of the custom sections on my machine and when I went to send them to my coworker, I couldn't find them.
I believed the custom sections would…
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…
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?
Hi guys,
I am modelling a slab supported on piles, the piles are actually tension piles to support upheave beneath the slab. I model the slab using plate elements and use vertical restraint node support at where the piles are located. The issue I…
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
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…
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…
dear friends,
we are facing big combatibilty issues between STAAD PRO & STAAD OFFSHORE. some of the use facilities available in staad pro is not at all regonized by STAAD OFFSHORE. Because of this combatibility issues we are facing lots of problem…