cancmm
Structural
- Dec 4, 2009
- 93
I am using SAP V14 Basic and am new to this particular program. The following is a hypothetical situation that is easier ot describe than my model but should address my question sufficiently.
Say I have a large circular pile cap supported on battered piles. The piles are spaced equally around the perimeter of the footing and are orientated such that they are battered radially outward from the center of the footing. The footing undergoes a large overturning moment, thereby inducing tension into some of the piles.
I would like to model the pile supports as linear springs, but rather than having 3 springs corresponding to the Global axes, I'd rather have only one in the pile's local (longitudinal) axis. In other words, the spring is inclined so it matches the batter angle of the pile.
What is the easiest way to accomplish this? Keep in mind, I have a lot of springs to model and changing the local axis of each supporting joint would be extremely tedious. In STAAD, I could assign the spring support to the local axis of the pile, rather than the joint itself. This was much easier than any methods I can conjur up with SAP.
Appreciate any input!
Say I have a large circular pile cap supported on battered piles. The piles are spaced equally around the perimeter of the footing and are orientated such that they are battered radially outward from the center of the footing. The footing undergoes a large overturning moment, thereby inducing tension into some of the piles.
I would like to model the pile supports as linear springs, but rather than having 3 springs corresponding to the Global axes, I'd rather have only one in the pile's local (longitudinal) axis. In other words, the spring is inclined so it matches the batter angle of the pile.
What is the easiest way to accomplish this? Keep in mind, I have a lot of springs to model and changing the local axis of each supporting joint would be extremely tedious. In STAAD, I could assign the spring support to the local axis of the pile, rather than the joint itself. This was much easier than any methods I can conjur up with SAP.
Appreciate any input!