The fixed endmoments acting on the member are ignored for the moment.
作用于该杆上的固端力矩暂且都不考虑。
2
The fixed endmoments acting on the member are ignored for the moment .
作用于该杆上的固端力矩暂且都不考虑。
3
Test results show that not only the slenderness ratio and eccentricity ratio affect the load-carrying capacity of columns, but also the endmoments as well.