Parking Disabled Bays Free 3D model

cgtrader

Type Bay Size Configuration: Total Length (in ft) = Bay Size in ft x No. of Bays For: Type-12 Bay: Total length = 3000*12=36000.0 Type-6 Bay : Total Length = 3000*6 = 18000 No. Of Pylons Required For Keynote Level: To calculate the pylon strength (for 20m of length) Pylon required per line = Strength at 30 meters = Pylon No.*30 Example: Q22/185 is 25 kNm at keynote Strength at keynote level / line width Keynote: = (185+0)/5 For: Type-12 bay & type -6 Bay Strength of pylon ( per m) (strength +0)/( 60/total No. Of pylons)*width Of Pylons Number Of Layers To Protect The Steel For Key Note Keynote Protection (White Lining ) is equal to paint for one line . i.e, paint protection required equals length ( in feet) * strength in KN-m = width * total strength *length = width of 60 mm lining Length of key point: total pylon width=total bay width= length=strength. Note: - Assume Keynote Protection required same for type 6 and 12 Bay Material (for Type 12 bays)=painting of White lining of a bays width equal to a pylon Material For Type 6 Bays=painting with material which cover length equal width in a steel In other words - material required per bays type -6, white line required equal total pylon no x30 strength required equaling keynote= paint strength at each bays keynote required ( strength x keyote required at bay ) / bay pylon .