Primary and Secondary beams Intersection vs merge
Hello Everyone
Which is better to intersect the primary beam and secondary beam (Figure1), or Merge the primary beam to be one (Figure2)?
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?
How to create a cantilever slab by using the Physical modeler?
How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?
UC Ratio problem
warehouse.zip
wind calculation also in that folder.... try to fix this probem guys
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…