CHS (CIRCULAR HOLLOW SECTIONS) | SHS / RHS (SQUARE/RECTANGLE HOLLOW SECTIONS) | |||||
---|---|---|---|---|---|---|
GRADE | TENSILE STRENGTH Min - MPA | YEILD STRENGTH Min - MPa | ELONGATION % | TENSILE STRENGTH Min - MPA | YEILD STRENGTH Min - MPa | ELONGATION % |
YST210 | 330 | 210 | 20 | 330 | 210 | 20 |
YST240 | 410 | 240 | 17 | 410 | 240 | 15 |
YST310 | 450 | 310 | 14 | 450 | 310 | 10 |
YST355 | 490 | 355 | 10 | 490 | 355 | 10 |
OUTSIDE DIMENSIONAL | THICKNESS | SQUARENESS | CORNER RADIUS | CORNER RADIUS | WEIGHT ON LOT OF 10 MT |
---|---|---|---|---|---|
+/- 1% with a minimum of +/- 0.50mm | +/- 10.00% | 90 deg +/- 2deg. | 3t Max | 10% -8% | +/- 7.5% |
OUTSIDE DIMENSIONAL | THICKNESS | WEIGHT INDIVIDUAL LENGTHS | WEIGHT ON LOT OF 10 MT |
---|---|---|---|
Upto 48.30mm : + 0.40mm /- 0.80mm Above 48.30 : + / - 1.00% | +/- 10.00% | 10% -8% | +/- 5.% for Light Class +/- 7.5% For Medium & Heavy Class |
STEEL GRADE | LADLE ANALYSIS, PERCENT, MAX | CARBON EQUIVALENT | TENSILE STRENGTH | YEILD STRENGTH | ELONGATION | ||||
---|---|---|---|---|---|---|---|---|---|
C | Mn | S | P | Si | CE, Max | Rm, Min Mpa | Min, Mpa | % | |
E250 | 0.22 | 1.5 | 0.045 | 0.045 | 0.4 | 0.41 | 410 | 250 | 23 |
E300 | 0.2 | 1.5 | 0.045 | 0.045 | 0.45 | 0.44 | 440 | 300 | 22 |
E350 | 0.2 | 1.55 | 0.045 | 0.045 | 0.45 | 0.47 | 490 | 350 | 22 |
E410 | 0.2 | 1.6 | 0.045 | 0.45 | 0.5 | 0.5 | 540 | 410 | 20 |