load factor coefficient in pushover analysis
Posted: 20 Nov 2017, 15:16
Dear Seismosoft,
I have 30 RC beams which have same condition for loading in push over analysis:
Target displacement=50 cm
Steps=1000
First load= 1 mm as vertical load on the middle span.
I ran all models by seismo batch. In my results, the load factor in 25 beams is 0.5, but in other models, the program used a load factor equal to 1.1116 . I don't know what is the problem. I also delete the loading conditions and define them again, but the load factor did not change. I define the loading conditions by both two tabs which are for pushover analysis.
I have 30 RC beams which have same condition for loading in push over analysis:
Target displacement=50 cm
Steps=1000
First load= 1 mm as vertical load on the middle span.
I ran all models by seismo batch. In my results, the load factor in 25 beams is 0.5, but in other models, the program used a load factor equal to 1.1116 . I don't know what is the problem. I also delete the loading conditions and define them again, but the load factor did not change. I define the loading conditions by both two tabs which are for pushover analysis.