Veins, Blocks, and Slabs

Veins, Blocks, and Slabs
Product Section Dimensions (mm) Length (m) From – To Weight (ton) Specifications Cross-sectional Area Diagonal Deviation Camber Maximum Twist
Beams 122*122 1074-1008 AISI- Cross-sectional Area 1 Degree/m
130*130 4-12 0.115 -HSLA 2% + 2.0% 5/m 8 Degrees at
EN 10025 (6-1) Length +50 Length 12 m
Blocks 150*150 0.177 1074-1008 AISI- Cross-sectional Area
170*170 4-12 0.240 -HSLA 2.00% + 2.0% 5/m 1 Degree/m
EN 10025 (6-1) Length +50
Plates Width 1550-630 Thickness 190-160 1074-1008 AISI- Length +50 Maximum
4-12 0.8-2.3 -HSLA Width: +5 2.0% 50 at length
EN 10025 (6-1) Thickness: +2.5 6 m
Bulge +2.0
Product Section Dimensions (mm) Length (m) From – To Weight (ton) Specifications Cross-sectional Area Diagonal Deviation Camber Maximum Twist
Beams 122*122 1074-1008 AISI- Cross-sectional Area 1 Degree/m
130*130 4-12 0.115 -HSLA 2% + 2.0% 5/m 8 Degrees at
EN 10025 (6-1) Length +50 Length 12 m
Blocks 150*150 0.177 1074-1008 AISI- Cross-sectional Area
170*170 4-12 0.240 -HSLA 2.00% + 2.0% 5/m 1 Degree/m
EN 10025 (6-1) Length +50
Plates Width 1550-630 Thickness 190-160 1074-1008 AISI- Length +50 Maximum
4-12 0.8-2.3 -HSLA Width: +5 2.0% 50 at length
EN 10025 (6-1) Thickness: +2.5 6 m
Bulge +2.0