Presentation of Convert Scrap To Prime Materials without hold production.

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{ United Goulf Steel Beam Materials Production. Abdulrahman Tarbaq. Mechanical. Eng. Tech (MET) MFET- 2360

Transcript of Presentation of Convert Scrap To Prime Materials without hold production.

Page 1: Presentation of Convert Scrap To Prime Materials without hold production.

{United Goulf Steel

Beam Materials Production.

Abdulrahman Tarbaq.Mechanical. Eng. Tech

(MET)MFET- 2360

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Our policy is to manufacture and market Medium Steel Section Long Products as per international quality standards with full conformity to customer requirements.

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How many kinds of billet?

Billets Materials The available grades of structural steel, according to International standards are shown in the table below. These summary tables show the main requirements of the standards, regarding the mechanical characteristics and the chemical composition of the steel grades.EURO Standards EN10025S235 JR, S235 JO, S235 J2 / S275 JR, S275 JO, S275 J2/S355 JR, S355 JO , S355 J2/ASTM StandardsA STM 36 _ A36/ASTM 572 – Grade 50/ASTM 572 – Grade 60/JIS Standards G3101SS 400 SS 490

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Product:

Round Bars

Steel Channel

Equal Angels

Steel Beams

Flat Bars Square Bars

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Reheating Furnace : Natural Gas fired, 80 tph walking hearth reheating furnace which can take 130 sq mm,150 sq mm & 200 sq mm Billets upto 12 meter length and maximum furnace temperature is 1300 degree C.

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Production Area.

17 stand continuous rolling mill which comprises of 6 roughing stands,1 crop/cobble shear, 5 intermediate stands, 1 crop cobble shear, 6 finishing stands, multi-position quick-stand indexing device, on-line measuring gauge & pinch roll and dividing shear. The mill rolls billets which are fed at a temperature of 1150 - 1250 degree C. Mill stands are of various types such as Vertical, Horizontal, Convertible V/H and Universal to meet specific requirements of rolling sections.

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Beam Materials

We are produces superior quality IPE, IPEA & IPEAA Steel Beams in a variety of different sizes, maintaining extremely close dimensional tolerance and accurate mechanical properties. Built to international specifications, the light weight IPEAA steel beams are most suited to GCC markets, and are primarily used in commercial and residential building structures and warehouses.

Sizes: 80 mm to 200 mmDimensional Specifications: DIN 1025 part 5 & EN 10034Material Specifications: ASTM A36, ASTM A572 Gr.50,EN 10025, S275, S355 or Equivalent

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standard sectional dimensions mm massSECTION H B S T R Kg/m

IPE 80 80 46 3.8 5.2 5 6.00IPEA 80 78 46 3.3 4.2 5 5.00IPEAA 80 78 46 3.2 4.2 5 4.95IPE 100 100 55 4.1 5.7 7 8.10IPEA 100 98 55 3.6 4.7 7 6.90IPEAA 100 97.6 55 3.6 4.5 7 6.72IPE 120 120 64 4.8 6.3 7 10.40IPEA 120 117.6 64 3.8 5.1 7 8.70IPEAA 120 117 64 3.8 4.8 7 8.36IPE 140 140 73 4.7 6.9 7 12.90IPEA 140 137.4 73 3.8 5.6 7 10.50IPEAA 140 136.6 73 3.8 5.2 7 10.05IPE 160 160 82 5.0 7.4 9 15.80IPEA 160 157 82 4.0 5.9 9 12.70IPEAA 160 156.4 82 4.0 5.6 9 12.31IPEA 180 180 91 5.3 8.0 9 18.80IPEAA 180 177 91 4.3 6.5 9 15.40IPEAAA 180 176.4 91 4.3 6.2 9 14.94IPE 200 200 100 5.6 8.5 12 22.40IPEA 200 197 100 4.5 7.0 12 18.40IPEAA 200 196.4 100 4.5 6.7 12 17.95

h = Height of beamb = Flange widths = Thickness of webt = Flange thicknessr = Root radius

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Section height (h) in mm Tolerance in mm Upto & including 180 +3.0 to -2.0 > 180 upto & including 200 +4.0 to -2.0 Tolerance on flange width Flange width (b) in mm Tolerance in mm Upto & including 110 +3.0 to -2.0 Tolerance on web thickness Web thickness (s) in mm Tolerance in mm Less than 7 ± 0.7 Tolerance on flange thickness Flange thickness (t) in mm Tolerance in mm Less than 6.5 +1.5 to -0.5 6.5 upto, but exceeding, 10 +2.0 to -1.5 Tolerance on mass The permissible mass derivative are On delivery as a lot: + 4% On individual bar: + 6% Tolerance on flange out-of-square Flange width (b) in mm Out of square (q+q') in mm Upto & including 110 3.0

Tolerance?

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Cooling bed and finishing Equipment / Area.

The cooling bed comprises of 66 meters long x 10 meters wide, water cooling system. A multi strand straightening machine is provided with 5 lower driven roll and 5 upper idle rolls. Finished equipment comprises of two friction saws, automatic stacker, tying machines & bundle take off table.

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Mill Automation system

The mill is designed with level 1 & level 2 automation to improve mill productivity, reduce labors costs with minimal manpower and improve quality & safety.

Level-1 systems:

Master Speed referenceAutomatic cobble detectionImpact speed drop compensationDiagnostics and alarms Optimization of cut to length.

Level-2 systems:

Overall Supervisory controlMaterial tracking supervisionMaintenance scheduling.

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Measuring Equipment to Improve Product Quality and Storage Area.

On line measuring gauges have been installed in the finishing stand to measure the dimensions of the sections emerging out of the finishing mill stand. These operate with the help of laser beams and cameras and displays the section profile with all critical dimensions.

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Laboratory:

Critical test equipment comprises of Universal testing machine, Brinell Hardness tester, Rockwell hardness tester, Spectrometer, Metallurgical microscope, Stereo Microscope, Ultrasonic hardness tester, portable infrared thermometer & others.

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Planning Production: To logistics Department.

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What units are used in ABAQUS?

There is no inherent set of units in ABAQUS. It is up to the user to decide on a consistent set of units and use that units. Typical sets of units :

1 2

Length - meters mmForce - Newton's Newton'sTime - second second

Mass - Kg tonne (**) Density - Kg/m3 tonne/mm3Stress - N/m2 N/mm2 (= MPs)Young's Modulus - N/m2 N/mm2 (= MPs)

** 1 tone = 1000 kilograms

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This deals with the behavior of structural steel–concrete composite beams curved in plan. The finite element package ABAQUS has been used to study the nonlinear behavior and ultimate load-carrying capacity of such beams. A three-dimensional finite element model has been adopted. Shell elements have been used to simulate the behavior of concrete slab and steel girder, and rigid beam elements to simulate the behavior of shear studs. The proposed finite element model has been validated by comparing the computed values with available experimental results. An acceptable correlation has been observed between the computed and experimental results obtained for beams of realistic proportion.

Concluding: