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
STAAD PRO: How to model an equipment with a single node in the CoG and transfer loads to other nodes
Hallo everyone and thank you in advance for the help and the advices you will give me!!
I'm a new STAAD PRO user, I have modeled a 3 floors beam structure, on the top floor of this structure there is a filter house. The structure is loaded by some…
Re: STAAD PRO: How to model an equipment with a single node in the CoG and transfer loads to other nodes
Thank you for the link AndrejLogunov, so can I set the master/slave nodes only from the input command file? Is it possilbe to set the master/slave nodes from the user interface instead of the command file?
I have no plates, I have only the beam structure…
Lumped mass on a node
Goodevening everybody,
I wish someone can help me: how can I insert a lumped mass on a node in order to apply forces and accelerations directly on the mass? If it's possible, please, explain me how to do it from the GUI and not from the input command…
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…