Hello,
I am from Japan, and I am learning about AASHTO LRFD Shear Connector Design.
From FHWA shear connector design example, I understood that the typical shear stud diameter is 3/4" or 7/8".
However, in case stud number wants to be reduce for construction purpose, is it possible to use 1"...
When designing a Bridge RC Deck slab exposed to seawater salt, is it correct to use an exposure factor of 0.75 (Crack Width=0.33mm) for crack control?
AASHTO doesn't mention clear criteria for marine structures. Is there any other standards to reference for this condition?
Thank you in advanced.