craigmcg
Structural
- Jan 23, 2007
- 35
I'm looking to design a concrete slab boat ramp, one that is used to launch/retreive boats in a salt-water marina. Instead of pouring a typically reinforced concrete slab, I was considering using a material such as GFRP. I don't have much experience with this material, and we have no relavent design codes in the office as of yet, so I was wondering if this is a logical idea (before I go too deep with it and order the books)? I guess my questions are as follows:
1) Is ACI 544.1R the best resource for GFRP design? This application would be more along the lines of pavement or a structural slab.
2) Will temperature/shrinkage reinforcement still be required?
Thanks in advance for everyone's input.
1) Is ACI 544.1R the best resource for GFRP design? This application would be more along the lines of pavement or a structural slab.
2) Will temperature/shrinkage reinforcement still be required?
Thanks in advance for everyone's input.