• Design Parameters Not Appearing in Postprocessing

    Hello, I have defined multiple parameters in order to check different load combinations for different groups as shown in the portion of the input file I pasted below. LOAD LIST 1101 TO 1104 1201 TO 1204 1301 TO 1320 1401 TO 1412 1501 TO 1504 - 1601…
  • Member capacity as per AISC 360-16

    Dear All, Please note the member capacity shown in the property dialog box is not as per the least capacity value calculated as per AISC 360-16. the design strength value showing in the beam property dialog box is not as per least design strength value…
  • As Required is very less for columns compared to the loads applied.

    Hello, While comparing the design results after analysing the structure, the Ast required for columns seems to be low as compared to the loads applied to the whole structure. As the Ast required is low, I am also getting low reinforcement numbers which…
  • Design output is different from the tutorials

    I have been studying Staad.pro Connect edition through youtube tutorials. However, when I opened the output viewer after running analysis for the concrete design, the results are totally different. I can't even understand the result of what I have done…