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Our Steel Products
Structural steel
Structural Steel
Section Standard Sectional Dimensions (mm) Mass Kg/m
  H B S T R  
IPE 80 80 46 3.8 5.2 5 6
IPEA 80 78 46 3.3 4.2 5 5
IPEAA 80 78 46 3.2 4.2 5 4.95
IPE 100 100 55 4.1 5.7 7 8.1
IPEA 100 98 55 3.6 4.7 7 8.1
IPEAA 100 97.6 55 3.6 4.5 7 6.72
IPE 120 120 64 4.8 6.3 7 10.4
IPEA 120 117.6 64 3.8 5.1 7 8.7
IPEAA 120 117 64 3.8 4.8 7 8.36
IPE 140 140 73 4.7 6.9 7 12.9
IPEA 140 137.4 73 3.8 5.6 7 10.5
IPEAA 140 136.6 73 3.8 5.2 7 10.05
IPE 160 160 82 5 7.4 9 15.8
IPEA 160 157 82 4 5.9 9 12.7
IPEAA 160 156.4 82 4 5.6 9 12.31
IPEA 180 180 91 5.3 8 9 18.8
IPEAA 180 177 91 4.3 6.5 9 15.4
IPEAAA 180 176.4 91 4.3 6.2 9 14.94
IPE 200 200 100 5.6 8.5 12 22.4
IPEA 200 197 100 4.5 7 12 18.4
IPEAA 200 196.4 100 4.5 6.7 12 17.95
 

ASTM A82 / A82M

This specification covers as cold-drawn or galvanized steel wires to be used as such, or in fabricated form, for the reinforcement of concrete. The steel shall be made by one of the following processes: open-hearth, electric furnace, or basic-oxygen. The wires shall be cold drawn from rods that have been hot rolled from billets. The tests described include tension, bending, and reduction of area tests. After undergoing tension test, the tensile and yield strength properties of the test specimen shall conform to the requirements of a reference material based on nominal area of the wire. The specimen for bend test shall withstand being bent at room temperature without cracking on the outside of the bent portion. The reduction of area shall be determined as described in a reference document.