• SLAB ELEMENT RESULTS

    I am new in staad pro so please answer this question in very easy language....! When we design plate element than staad output gives concrete design results but i can't read them..... can anyone help me to read plate element design results..... …
  • 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…
  • 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…
  • Notional Loads on Load Combinations

    Hi, I have to take into account the NOTIONAL LOADS into my Analysis so I need to include their effects in the Load Combinations, so the question is: Which is the correct way to state them?, 1) As a Basic Load, and then called them from Load Combinations…
  • staad pro v8i (20.07.09.31) issue

    dear staad master. i'm new member in here. i love this forum because i can find the answers about lots of my own problem with staad besides reading technical manual reference from staad. now i'm working with (maybe) the latest patch released from…
  • No automatic way to change multiple beams start-end orientation

    Hello, In Staad.pro there is no automatic way to change multiple beams start-end orientation. It would be a useful command/option.
  • Re: staad pro v8i (20.07.09.31) issue

    dear Shany. thank you for answering question 1. for question 3. i can't share the staad file due to company regulation. i'm so sorry. but i can show you my study staad for stair tower. this staad represent my problems. i check using AISC…
  • 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…
  • Please Check the defects in Staad design and Give a solution

    Hi m Rohit. I was designing a 2 storey house usind Staad and after analysis found many errors in the staad results. so please Check the defects in the attached Staad design file and Give a solution. also check if the column positioning is correct or not…
  • Command: ; error: ARXLOAD failed

    Dear prosteel users, I am facing following problem at the time of starting work on Prosteel. Reply if know solution on this. Command: ; error: ARXLOAD failed Command: Command: at_ContextMenu_LoadDrawingPreferences…