• Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect

    Good day. I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. I modeled the plate elements using parametric…
  • ** WARNING ** A STIFF MATERIAL WITH 1.108E+01 TIMES THE STIFFNESS OF STEEL ENTERED. PLEASE CHECK.

    Hello All, I got a ** WARNING ** A STIFF MATERIAL WITH 1.108E+01 TIMES THE STIFFNESS OF STEEL ENTERED. PLEASE CHECK. What does it mean? How to clear this warning? Thanks in advance.
  • Plate Mesh Command

    Is there a command to mesh a plate without using the interface (for automation purposes) ?
  • PLATE STRESS AT TOP AND BOTTOM SIDE

    Good morning, I have to make question about STAAD Pro output plate stress ; in particular, I'm going to make a post processor excel file aimed to design concrete reinforcement of a slab according to ACI Code. Is It possible, for each shell, to obtain…
  • Problem modelling plates on top of beams for elevated steel water tank

    I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…