BadgerPE
Structural
- Jan 27, 2010
- 500
I have a project that is somewhat of a training facility for university-level construction students. The facility will be constructed/deconstructed twice annually. I have been asked to design concrete beams and planks that will be "precast" by the students on site and then lifted into place. Spans are less than 14' and standard grade 60 reinforcing will be used.
It seems like a pretty simple task, but are there any nuances to designing a "precast" member vs. true CIP?
It seems like a pretty simple task, but are there any nuances to designing a "precast" member vs. true CIP?