- HEA (IPBL) beams, European standard wide flange H beams, dimensions, specifications. HE A beams in accordance with former standard Euronorm 53-62
- HEB beams, European standard wide flange H beams, dimensions, specifications. HE B beams in accordance with former standard Euronorm 53-62
- HEM beams, European standard wide flange H beams dimensions, specifications. HE M beams in accordance with former standard Euronorm 53-62
- IPE beams. European standard universal I beams (I section) with parallel flanges. Dimensions, specifications, accordance with former standard EU 19-57
- IPN (INP) beams. European standard universal steel I beams (IPN section) flange slope 14 %. Properties, dimensions, specifications, DIN 1025-1: 1995
- I sections GOST 8239-89 specification, Russian standard I steel beams with slope flange
- I sections GOST 26020-83 specification, Russian standard I steel beams with parallel flange
- Equal flange tees, Tee sections specification, dimensions, properties. T profile accordance to standard EN 10055:1995
- UPN (UNP) European standard U channels, UPN steel profile specifications, dimensions, properties
- UPE European standard U channels (U profile) with parallel flanges. UPE steel beam specifications, dimensions, properties
- UE channels GOST 8240-89, PN-H-93451 . Russian standard U steel sections (UE beams, UE profiles) with taper flanges specifications, properties, dimensions
- UE channels GOST 8240-89. Russian standard U steel sections (UE beams, UE profiles) with parallel flanges specifications, properties, dimensions
- L profile, steel equal angles sections sizes, dimensions, properties, specifications
- L profile, steel unequal angles, sections sizes, dimensions, properties, specifications
- Square Hollow Structural Sections - HSS, EN 10219:1997 Cold Formed steel square sections
- Square Hollow Structural Sections - HSS, EN 10219:1997 Hot Formed steel square sections
- Square structural hollow sections - HSS of EN 10210, properties hot formed square hollow sections
- Rectangular structural hollow sections - HSS of EN 10219, cold formed steel rectangular sections
- Rectangular structural hollow sections - HSS of EN 10210, hot formed steel rectangular sections
- Circular structural hollow sections, longitudinally welded. Steel pipes of EN 10219 specifications
- Circular structural hollow sections, spirally welded. Steel pipes of EN 10219 specifications
- Seamless, circular, tubular, hot formed structural hollow sections, EN 10210 properties, specifications
- CSN EN 10080:2005 Steel for the reinforcement of concrete - Weldable reinforcing steel - Bar, coil and decoiled product — Specification
-
Rebar standards specifications, characteristic according to different countries national standard.
Performance characteristics EN 10080:2005 - Dimensions, mass and tolerances
Performance characteristics EN 10080:2005 - Dimensions, mass and tolerances
Diameters, cross-sectional area
The nominal diameters up to and including 10,0 mm shall be in half millimetres, and above 10,0 mm, shall be in whole millimetres.
Preferred nominal diameters, cross-sectional areas and masses per metre are given in Table below.
Mass per metre and tolerances
The values for the nominal mass per metre (see Table 6) are calculated from the values of the nominal cross- sectional area using a density value of 7,85 kg/dm3.
The permissible deviation from the nominal mass per metre shall not be more than ± 4,5 % on nominal diameters above 8,0 mm, and ± 6,0 % on nominal diameters 8,0 mm and below.
Length of bars
The nominal length of bars shall be agreed at the time of enquiry and order.
The permissible deviation from the nominal length shall be agreed at the time of enquiry and order.
Coil mass
The nominal coil mass shall be agreed at the time of enquiry and order.
Dimensions of welded fabric
Wire arrangement
General
The wires of a sheet shall be single wires and / or twin wires.
Relative diameters of wires
For single wire fabric, the nominal diameters of wires shall meet the following requirement
dmin. ≥ 0,6 dmax.
where
d max. - the nominal diameter of the thickest wire,
d min. - the nominal diameter of the crossing wire.
Other requirements may be agreed at the time of enquiry and order.
For welded fabric with twin wires in one direction, the nominal diameters of the wires shall meet the following requirement
0,7 ds ≤ dT ≤ 1,25 ds
where
ds - the nominal diameter of the single wires,
dT - the nominal diameter of the twin wires.
Other requirements may be agreed at the time of enquiry and order.
Preferred pitch and overhang
The pitch of longitudinal wires and transverse wires shall not be less than 50 mm.
NOTE The overhang should not be less than 25 mm.
Dimensions and tolerances on dimensions
The nominal length, width, pitch and overhangs of welded fabric shall be agreed at the time of enquiry and order.
The permitted deviations for welded fabric are:
Length and width of the welded fabric | ± 25 mm or ± 0,5 % whichever is greater |
wire pitch | ± 15 mm or ± 7,5 % whichever is greater |
overhangs | to be agreed at the time of enquiry and order |
Special tolerance requirements may be agreed between the manufacturer and the purchaser.
Dimensions of lattice girders
Configurations
Where wires are welded together, they shall meet the requirement that d min./d max . is greater than 0,3. If metal strips are welded to wires, the following limitation shall apply: t s ≥ 0,15 d where d is the nominal diameter of the diagonal and t is the thickness of the metal strip.
Dimensions and tolerances on dimensions
The nominal length, height, width and pitch of lattice girders shall be agreed at the time of enquiry and order. Maximum manufacturing tolerances shall be as follows:
length (L) | ± 40 mm if L ≤ 5,0 m ± 0,8 %, if L > 5,0 m |
height (
H1, H2) | +1 mm -3 mm |
width (B1, B2) | ± 7,5 mm |
pitch (Ps) | ± 2,5 mm |
maximum overhang: may be agreed at the time of enquiry and order.
| |
Table — Preferred nominal diameters, cross-sectional areas and masses per metre
Nominal diameter mm | Bars | Coils and De-coiled products | Welded fabric | Lattice girders | Nominal cross sectional area mm2 | Nominal mass per metre kg/m | |
4,0 | X | X | 12,6 | 0,099 | |||
4,5 | X | X | 15,9 | 0,125 | |||
5,0 | X | X | X | 19,6 | 0,154 | ||
5,5 | X | X | X | 23,8 | 0,187 | ||
6,0 | X | X | X | X | 28,3 | 0,222 | |
6,5 | X | X | X | 33,2 | 0,260 | ||
7,0 | X | X | X | 38,5 | 0,302 | ||
7,5 | X | X | X | 44,2 | 0,347 | ||
8,0 | X | X | X | X | 50,3 | 0,395 | |
8,5 | X | X | X | 56,7 | 0,445 | ||
9,0 | X | X | X | 63,6 | 0,499 | ||
9,5 | X | X | X | 70,9 | 0,556 | ||
10,0 | X | X | X | X | 78,5 | 0,617 | |
11,0 | X | X | X | 95,0 | 0,746 | ||
12,0 | X | X | X | X | 113 | 0,888 | |
14,0 | X | X | X | X | 154 | 1,21 | |
16,0 | X | X | X | X | 201 | 1,58 | |
20,0 | X | 314 | 2,47 | ||||
25,0 | X | 491 | 3,85 | ||||
28,0 | X | 616 | 4,83 | ||||
32,0 | X | 804 | 6,31 | ||||
40,0 | X | 1257 | 9,86 | ||||
50,0 | X | 1963 | 15,4 |