adaugherty
Computer
- Nov 30, 2000
- 4
I'm designing some precast coping for a wall that has a vertical slope from EL.3'-0" up to EL.10-0"
This coping will be sloping in a semi-circle, similar to a spiral staircase.
If I'm not mistaken, this coping will have to tilt inward or twist as it slopes up.
Is there a formula that will give me the amount of twist in ea segment of coping?
Thanks,
adaugherty
This coping will be sloping in a semi-circle, similar to a spiral staircase.
If I'm not mistaken, this coping will have to tilt inward or twist as it slopes up.
Is there a formula that will give me the amount of twist in ea segment of coping?
Thanks,
adaugherty