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Good Morning since Cartagena - Colombia. Why the parapet wall have 1 en self weigth multipler?
Only if you are going to model parapet wall in ETABS else put 0.
What is the book that you are referring here? Steuctural performance?
One question. What is the diference between seismic and seismic drfit in load patterns?
The answer is in the name itself.
hi, So I must have both in the model, one to design and one to control drift@@civilconst
No. only define drift if you have to apply drift displacement directly instead of seismic force.
@@civilconst Thanks Parash. !!!
yOU ARE THE BEST MY BRO, THANK YOU VERY MUCH, THANKS TO YOU I'M GOING TO HAVE A GOOD GRADE IN STRUCTURES 2, KISSES IN THE BUTT
Tq sir
Welcome
Good Morning since Cartagena - Colombia. Why the parapet wall have 1 en self weigth multipler?
Only if you are going to model parapet wall in ETABS else put 0.
What is the book that you are referring here? Steuctural performance?
One question. What is the diference between seismic and seismic drfit in load patterns?
The answer is in the name itself.
hi, So I must have both in the model, one to design and one to control drift@@civilconst
No. only define drift if you have to apply drift displacement directly instead of seismic force.
@@civilconst Thanks Parash. !!!
yOU ARE THE BEST MY BRO, THANK YOU VERY MUCH, THANKS TO YOU I'M GOING TO HAVE A GOOD GRADE IN STRUCTURES 2, KISSES IN THE BUTT
Tq sir
Welcome