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Ultra High strength, Seamless, Hot Rolled Hollow Sections from ISMT (conforming to EN 10210)

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Tolerances

Tolerances will be as per EN 10297 specifications.

Permissible deviation in external dimensions D, B and H ….±1% With a minimum of ±0.5mm.

Tolerance on wall thickness T …. -10% for Seamless section, local deviation of -12.5% are permissible.

Permissible out-of-roundness 0 ………….2% out-of-roundness is calculated using the following equation:

0(%) = Dmax – DMin    X 100
D

In the case of square USH sections, the wall thickness in the straight edge area must be checked the upper layer of the wall thickness is determined by the maximum weight.

Maximum Permissible deviation of squareness of sides ...± 1°

External Cornor Profile

C1 & C2 = max. 3T (wall thickness) the distance between the intersection of the fl at side and the corner arc and the intersection of the projections of the fl at sides to the corner C1 and C2 shall be measured

The maximum permissible twist V is calculated using the following formula: V =
2mm + 0.5mm/m

Permissible out-of-straightness = 0.2% related to the total section length, i.e.
2mm/m

Maximum mass tolerance per section = ±6%, ±8%.

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