RISA Foundation Model - Slab with Vehicular Loading
RISA Foundation Model - Slab with Vehicular Loading
(OP)
Has anyone used RISA Foundation for modeling vehicular loading on a slab-on-grade? If so I am curious to hear about your experience. For instance, how did you handle the moving load and how do the results compare to some of the design procedures described in "Designing Floor Slabs on Grade" by Ringo and Anderson? In your opinion is it worth the effort or would you just design by hand? Thanks!





