• Modeling of shear wall with boundary element /boundary zones using parametric modeling option
    Sahil Shaikh
    How to model shear wall with boundary element (boundary zones) in staad pro using parametric modeling option? As Boundary element having thickness generally greater than shear wall thickness,so boundary...
  • Modeling of shear wall with boundary element/boundary zones using parametric modeling option
    Sahil Shaikh
    How to model shear wall with boundary element (boundary zones) in staad pro using parametric modeling option? As Boundary element having thickness generally greater than shear wall thickness,so boundary...
  • RCDC FAILS TO DESIGN SOME OF BEAMS IF WALL IN STAAD MODEL IS TANK WALL BUT WHEN THE WALL IS CHANGED TO NORMAL WALL ALL BEAMS ARE DESIGNED
    Joseph Lucas Magare
    Hello iam using RCDC Version 23.00.0243. When the wall in STAAD model is tank wall some of beams do not complete design and RCDC gives error, on closing the RCDC file which gives error it saves beam...
  • I have posted my model Please let me know why it is failing in Self wt and collateral weight is there any connection or other problem.
    Andrew
    STAAD SPACE START JOB INFORMATION ENGINEER DATE 25-Sep-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 69 41.021 0 0; 70 80.516 0 0; 72 41.021 8.415 0; 74 80.516 8.415 0; 77 60.948...
  • during rafter design it gets safer design as the ratio is 0.405 but during optimization it get fails 1.10 even if changing the web thickness by 2 mm it ratio get 1.10 please check the model send below
    Swapnil Mane
    STAAD PLANE START JOB INFORMATION ENGINEER DATE 02-Sep-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 20 0 0; 3 40 0 0; 4 0 10.8 0; 5 40 10.8 0; 6 20 12.8 0; 7 0 4.5 0;...