Looking at combining the composite slab reinforcing (3@18" 1" clr. from top of slab) with Flute Valley reinforcing (#5@12" in flute, 1" clr. from bottom) into a Larger Diameter Welded Wire Reinforcing. Been looking for reasons why the EOR has bar in the flute, can anyone help guide me as to the...
Good Day,
Currently, an attempt has been made to utilize 'larger diameter Welded Wire' ASTM A1064 (Looks like reba/deformed/diameters range for 8 mm to 15 mm), as reinforcing in subterranean walls of a multi use facility (sub grade levels are parking). The structure is assigned to SDC E design...