H hydrkrmn New Member May 21, 2017 #1 HELLO EASY FINISH FOR THE THESIS EQUIVALENT EARTHQUAKE LOAD AND MOD COMBINATION METHOD WITH A MULTI-STOREY CONSTRUCTION, BUT WHEN I CHOOSE EQUIVALENT EARTHQUAKE LOAD, IDECAD 7 DE EARTHQUAKE MANAGEMENT COMBINED AN EARTHQUAKE COUNCIL 1973...
HELLO EASY FINISH FOR THE THESIS EQUIVALENT EARTHQUAKE LOAD AND MOD COMBINATION METHOD WITH A MULTI-STOREY CONSTRUCTION, BUT WHEN I CHOOSE EQUIVALENT EARTHQUAKE LOAD, IDECAD 7 DE EARTHQUAKE MANAGEMENT COMBINED AN EARTHQUAKE COUNCIL 1973...
S s_f_d New Member May 21, 2017 #2 You can re-mark the 2007 regulatory requirements again.Easy Sent via iPhone using Tapatalk
Y YasinTezel Member May 22, 2017 #3 In ideCAD Statik, you cannot analyze with the equivalent curvature load in the 2007 earthquake code.
H hydrkrmn New Member May 30, 2017 #4 WHEN I MAKE THE ANALYSIS, IT IS WRITTEN IN THE ANALYSIS TYPE REPORT ABOUT IT DOES IT SHOW THAT IT IS ANALYZING ACCORDING TO EQUIVALENT EARTHQUAKE LOAD
WHEN I MAKE THE ANALYSIS, IT IS WRITTEN IN THE ANALYSIS TYPE REPORT ABOUT IT DOES IT SHOW THAT IT IS ANALYZING ACCORDING TO EQUIVALENT EARTHQUAKE LOAD
German 
French 
Spanish 
Portuguese 
Italian 
Arabic 
Russian 
Japanese 
Turkish