Special crane rails DIN 536/1: MRS73, MRS86, MRS87A, MRS125, MRS 221
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MRS 87A Rails
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Weight
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86.80 kg/m
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175 lbs/yard
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Section
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111.28 cm3
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17.25 in2
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Perimeter
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660 mm
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Moment of inertia xx
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3068 cm4
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73.7 in4
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Moment of inertia yy
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975 cm4
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23.4 in3
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Resisting moment xx
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400 cm3
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24.4 in3
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Resisting moment
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127 cm3
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7.75 in3
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Surface to be painted
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0.660 m2/m
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7,600 m2/t
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MRS 125 Rails
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Weight
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125 kg/m
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252 lbs/yard
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Section
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160.25 cm3
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24.85 in 2
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Moment of inertia xx
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6225 cm4
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149.5 in4
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Moment of inertia yy
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2250 cm4
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54 in 4
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Resisting moment xx
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681 cm3
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41.5 in3
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Resisting moment
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250 cm3
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15.2 in3
Special European Standard DIN 536/1 Crane Rails Hot-rolled crane rail, produced according to the European standard DIN 536/1, is made of carbon steel. Its composition is dominated by manganese, which provides the necessary strength and resistance to operational loads. Special characteristics wide enough sole. At the same time, unlike A-type products, they have a higher and thinner neck. This makes the products less stable, but provides good resistance to bending forces. The standard rail length is 12 and 24 meters. All dimensions, as well as dimensional and geometric deviations, are regulated by existing European standards. varies from 73 to 221 kilograms. Applications DIN 536/1 rails are always affordable for the general public, which, combined with good performance properties , makes this type of rental very popular. Products are successfully used to form rail tracks for warehouse and industrial lifting mechanisms, as well as various types of rail transport. MRS 87A rails Weight 86.80 kg/m 175 lbs/yard Section 111.28 cm3 17.25 in2 Perimeter 660 mm Moment of inertia xx 3068 cm4 73 ,7 in4 Moment of inertia yy 975 cm4 23.4 in3 Resisting moment xx 400 cm3 24.4 in3 Resisting moment 127cm3 7.75 in3 Surface to be painted 0.660 m2/m 7,600 m2/t MRS 125 Rails Weight 125 kg /m 252 lbs/yard Section 160.25 cm3 24.85 in2 M oment of inertia xx 6225 cm4 149.5 in4 Moment of inertia yy 2250 cm4 54 in4 Resisting moment xx 681 cm3 41 ,5 in3 Resisting moment | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||
