Contractor poured an exterior slab too low resulting in the exterior metal stairs hanging about 3" above t/slab. I need to provide a 'ramp' up to the bottom of the stairs for accessibility and anchorage. The material needs to go from feathered edge to approximately 3" over an area around 12...
This is probably a dumb question, but what is the difference between Case A and Case B for Open Building MWFRS calculations. 7-05 Figure 6-18 indicates the load cases but I cannot find an explanation. Any help is appreciated.
Thanks,
Nick
Does anyone know where I can find corrosion rates for A36 steel in a severe marine environment?
I have crevice corrosion between a clevis and gusset plate less than 1/4 mile from the ocean.
Thanks,
Nick
Does anybody know of an experienced company and/or person who specializes in existing concrete structural inspections? Close to Florida is preferred but not necessary.
Hopefully this is the appropriate place to post this request.
Thanks,
Nick
ASCE 7-05 Figure 6-8 gives arched roof coefficients, but my building actually has half an arch with the windward wall being 20' tall and the leeward wall around 40' (or reverse). My question is whether it is valid to run calcs using Figure 6-8 and only use the roof loads given for the first...
Does anyone know of a way to have slab thickness verified without coring through the slab? If so, are there any companies in particular who might specialize in this operation?
Thanks,
Nick
