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  • 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
  • Creating Workframe View. Drawing Rectangle deficult. After Clicking the end corner its Become Triangle.

    Hi I am practicing workframe views. I change ucs according to required view but when I click the end corner it suddenly become triangle instead rectangle. please advice. thanks
  • RE: Object Plan with user ACS system

    Thanks Sir It was helpful. 1. The View was looking like below from down to upwards, How I can change That view upward to downward. 2. Dimensions and Weld Flags not showing as there are welds in the model. Regards
  • RE: Weld flag detailing

    Hi Thanks for your reply and clarification but I am still not able to detail a small frame and I want to show 1. plan elevation section and iso metric view. 2. I want each object posion no and as well as welding flags where I put weld in the model…
  • Why Prosteel doesn't have many things to simplify the detailing work.

    Hi I am learning prosteel for some stuff its nice but some things very complicated to sort out. I am highlighting my thoughts with Bentley developer if it can be sort out by them. 1. very hard to do blowup detail. (Should be a circle or rectangle…
  • Parametric meshing - junction of two boundaries of the two model meshing

    Hi all in the attached model, it has been split into several boundaries within a outer boundary (this was done as the depth is different for each boundary. while using Parametric mesh and creating the adjacent boundary mesh, it was found that…
  • Staad Foundation Advance

    I think staad foundation advance still needs to be improved. Here are some suggestions. 1- When we import load cases and combinations from staad, we have to change description of every load and load cases by selection each one by one (i.e it is primary…
  • Elemental stiffness matrix

    Hello, I built a simple truss model in Staad pro V8i. I am wondering whether there is a way to extract elemental stiffness matrix in global coordinate? I can access global stiffness matrix by enter SET PRINT STFFINESS in the basic solver. Is there any…