Hello friends,
Could you please help me out with this problem.
I want to model a beam that axial load apply to the beam constantly. And also apply vertical displacement at the end of the beam cyclically.
I defined the cyclic displacement in Table parameter with time in primary variable and also constant constant axial load in table which is constant in time. I applied the tables to the beam. But I do not know How can I solve it?
Use transient analysis....enter end of time.....time step.....
Solve...... current LS
Is that right?
I will appreciate if you help me. It is very urgent.
Could you please help me out with this problem.
I want to model a beam that axial load apply to the beam constantly. And also apply vertical displacement at the end of the beam cyclically.
I defined the cyclic displacement in Table parameter with time in primary variable and also constant constant axial load in table which is constant in time. I applied the tables to the beam. But I do not know How can I solve it?
Use transient analysis....enter end of time.....time step.....
Solve...... current LS
Is that right?
I will appreciate if you help me. It is very urgent.
