Design of Solid slab (Conventional slabs)
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…
Dummy beam
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?
UC Ratio problem
warehouse.zip
wind calculation also in that folder.... try to fix this probem guys
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?
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…
Re: section database property developed in STAADPRO is not recognized in STAAD Offshore
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…
Inclined Load Path due to Member Offset at one Node
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…
Tension Only member with initial axial capacity
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…