By Which method,RCDC calculate K factor of column ? For Sway or Non -sway frame alignment chart or else ?
You can get the validation from-
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/47981/indian-code---is-456--2000-is-13920-2016
IF STAAD MODEL IS IMPORTED IN RCDC FROM STAAD CONNECT EDITION DOES IT CALCULATE THE EFFECTIVE LENGTH FACTOR , FROM WHERE WE CAN SEE THE VALUE OF THE EFFECTIVE LENGTH CALCULATION , IF WE GO IN DESIGN TAB BY DEFAULT IT IS TAKING 1.0 PLEASE GUIDE ME? Abhisek M (acf23087-849f-4d60-bda1-baad225ed835)
Once you perform the AUTO DESIGN those values will be calculated and shown in the table.
Abhisek M WHAT IS DIFFREENCE B/W THE TWO METHODS OF DESIGN RESULTANT MOMENT METHOD AND INTREACTION METHODAND HOW TO CHOOSE ONE OF IT ? CAN YOU PLEASE GIVE REFERACNE DOCUMENT FOR THE SAME !!!!!
Abhisek M WHY RCDC IS NOT TAKING PROPERTIES FROM THE STAAD ? FOR DIFFRENT LEVEL OF COLUMN IT IS TEDIOUS PROCESS TO ASSIGN STEEL GRADE FOR EVERY LEVEL COLUMN !!