• SLAB ELEMENT RESULTS

    GAURAV GOSWAMI
    GAURAV GOSWAMI
    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..... …
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Parametric meshing - junction of two boundaries of the two model meshing

    YUVARAJ P
    YUVARAJ P
    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…
    • Answered
    • total section DL5.zip
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Tension Only member with initial axial capacity

    Eugene Afable
    Eugene Afable
    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…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Notional Loads on Load Combinations

    caenleve
    caenleve
    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…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • staad pro v8i (20.07.09.31) issue

    carakasp
    carakasp
    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…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • No automatic way to change multiple beams start-end orientation

    romkeris
    romkeris
    Hello, In Staad.pro there is no automatic way to change multiple beams start-end orientation. It would be a useful command/option.
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: staad pro v8i (20.07.09.31) issue

    carakasp
    carakasp
    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…
    • study.zip
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Elemental stiffness matrix

    Lester
    Lester
    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…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Please Check the defects in Staad design and Give a solution

    rohitsingh123
    rohitsingh123
    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…
    • STAAD HELP 1.std
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Command: ; error: ARXLOAD failed

    A0499
    A0499
    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…
    • over 14 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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