By Which method,RCDC calculate K factor of column ? For Sway or Non -sway frame alignment chart or else ?
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 !!
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 !!!!!
Once you perform the AUTO DESIGN those values will be calculated and shown in the table.
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)
Can you please share the validation link of Sway condition?