[31|0|0] - Coded rebar Ø12, A=100, B=100, C=1000, D=500 [mm]

Scale and unit 1: (must be an integer >0)   millimetercentimeterdecimetermeter Layers (cannot be empty and must be: a-z, A-Z, 0-9, _, space) (cannot be empty and must be: a-z, A-Z, 0-9, _, space) (cannot be empty and must be: a-z, A-Z, 0-9, _, space) (cannot be empty and must be: a-z, A-Z, 0-9, _, space) Rebar lengths actualrounded up to 10 mm Rebar plotting method Place for your ad	All CAD elements: Hot rolled sections (Steel elements) BS C CE HEA HEAA HEB HEC HEM HKS HL IKS IKSH INP IPBS IPE IPE 750 IPE A IPE AA IPEo IPEv L L T TB UAP UPE Z Hot rolled sections ½ (Steel elements) BS C CE HEA HEAA HEB HEC HEM HL INP IPE IPE 750 IPE A IPE AA IPEo IPEv UAP UPE Cold rolled sections (Steel elements) C C L L L Z Z Bolts (Steel elements) A B C HV A B C HV Stirrups (Reinforced concrete elements) Coded rebars (Reinforced concrete elements) 00 11 11 11 11 13 13 13 13 15 15 15 15 21 21 25 25 26 26 31 31 31 31 33 33 41 41 44 44 46 46 Contour formwork sections Other CAD elements	Geometric data A (must be a number >0) [mm] B (must be a number >0) [mm] C (must be a number >0) [mm] D (must be a number >0) [mm] Rebar parameters Øb (must be a number >0) [mm] Ør (must be a number >0) [mm] Left hook   updown Ør (must be a number >0) [mm] a (must be a number >=90 and <=180) [°] d (must be a number >0) [mm] Right hook   updown Ør (must be a number >0) [mm] a (must be a number >=90 and <=180) [°] d (must be a number >0) [mm] Rebar description name number (must be an integer >0) Quantity (must be an integer >0) Steel (cannot be empty and must be: a-z, A-Z, 0-9, _, space) Steel schedule	A B C D 100 100 1000 500 400 200 1000 500 400 200 1000 1000

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