Theoretical weight of steel formula
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Angle steel: weight per meter = 0.00785 * (edge width + edge width - edge thickness) * edge thickness
round steel: weight per meter = 0.00617 * diameter * diameter (rebar and round)
steel: weight per meter = 0.00785 * thickness * the edge width
pipe: weight per meter = 0.0246615 * thickness * (OD - Wall Thickness)
sheet: weight per meter = 7.85 * thickness
brass: weight per meter = 0.02670 * thickness * (OD - Wall Thickness )
copper tube: weight per meter = 0.02796 * thickness * (OD - Wall Thickness)
aluminum checkered plate: weight per square meter = 2.96 * thickness of
non-ferrous metals proportion: copper plate 8.9 8.5 of yellow copper zinc plate 7.2 stereotype 11.37
non-ferrous metal sheet is calculated as: weight per square meter = specific gravity * thickness
Material Name
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Theoretical weight w / kg.mu -1
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Note attached
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Flat steel, steel plate, steel strip | W = 0.00785 × width × thickness |
1, angle steel, beam and the exact formula is complex, tabulated formula used to calculate the approximate value.2, f value factor: general models and with a 3.34 b 2.65 c to 2.26 , the e coefficient: general models and with a 3.26, b 2.44, with c 2.24. 4, each unit of length in mm. |
Square steel | W = 0.00785 × side length × side length | |
Round bar, wire rod, steel wire | W = 0.00617 × diameter × diameter | |
Six angles | W = 0.0068 × on the distance to the edge of the distance to the edge × | |
Octagonal steel | W = 0.0065 × on the distance to the edge of the distance to the edge × | |
Steel pipe | W = 0.02466 × thickness (outer wall - wall thickness) | |
Equilateral angle | W = 0.00785 × edge thickness (edge width - edge thickness) | |
Unequal angle | W = 0.00785 × edge thickness (long side width + moments edge width - edge thickness) | |
I-beam | W = 0.00785 × waist thick [high + f (leg width - waist thick)] | |
Channel | W = 0.00785 × waist thick [high + e (leg width - waist thick)] |
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Stainless steel theoretical weight:
The proportion of stainless steel:
chromium stainless steel to take 7.75 t / m3
● chrome-nickel stainless steel to take 7.93 t / m3
● iron take 7.87 t / m3
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stainless steel theoretical weight is calculated
theoretical weight of steel products weight (kg) = thickness (mm) × width (mm) × length (mm) × density
-density steel species
7.93 201,202,301,302,304,304 L, 305,321
7.75 405,410,420
7.98 309S, 310S, 316S, 316L, 347
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stainless steel rod, wire, theoretical calculation formula
★ diameter × diameter × 0.00609 = kg / m (for 410 420 420J2 430 431), for
example: ¢ 50 50 × 50 × 0.00609 = 15.23Kg / m
★ diameter × diameter × 0.00623 = kg / m (suitable for 301 303 304 316 316L 321), for
example: ¢ 50 50 × 50 × 0.00623 = 15.575Kg / m ----------------- -------------------------------------------------- -------------------------------------------------- -------------------------------------------------- ---------------------- stainless steel profiles, theoretical calculations formula ◆ hexagonal rod the edge × side × 0.0069 = kg / m ◆ square bar side width × width x 0.00793 = Kg / m -------------------------------------------- -------------------------------------------------- -------------------------------------------------- --------------------------------------------- stainless steel pipe, theoretical calculations formula ○ (OD - Wall Thickness) × wall thickness × 0.02491 = Kg / m ¢ 57 × 3.5 (57-3.5) × 3.5 × 0.02491 = 4.66Kg / m
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Various steel pipes (material) weight of the general formula
mass of the tube = 0.25 × p × (OD square - the square of the inside diameter) × L × proportion of steel where: pi = 3.14 L = the proportion of the length of pipe steel to take 7.8, the mass of the tube = 0.25 × 3.14 × (diameter squared - diameter squared) × L × 7.8 * size unit that m (M), the calculated weight results in kilograms (Kg)
-------------------------------------------------- -------------------------------------------------- -------------------------------------------------- The --------------------------------------- steel density: 7.85g/cm3 steel. theory The weight of the unit of measure of the theoretical weight of steel in kilograms (kg). The basic formula: W (weight, kg) = F (cross-sectional area mm2) x L (length m) × p (density, g/cm3) × 1/1000
-------------------------------------------------- -------------------------------------------------- -------------------------------------------------- --------------------------------------- the various theoretical weight of steel is calculated as follows: round rod (kg / m) W = 0.006165 × d × d d = diameter mm diameter 100 mm round, and weight per m. Weight per m = 0.006165 × 1002 = 61.65kg
-------------------------------------------------- -------------------------------------------------- -------------------------------------------------- --------------------------------------- the rebar (kg / m) W = 0.00617 × d × d d = section diameter mm cross-section diameter of 12 mm rebar weight per m. Weight per m = 0.00617 × 12 2 = 0.89kg
-------------------------------------------------- -------------------------------------------------- -------------------------------------------------- --------------------------------------- square steel (kg / m) W = 0.00785 × a × a a = edge width mm edge width 20 mm square steel weight per m. Weight per m = 0.00785 × 202 = 3.14kg ---------------------------------------- -------------------------------------------------- -------------------------------------------------- -------------------------------------------------
Flat steel (kg / m)
W = 0.00785 × b × d
b = edge width mm
d = thickness mm
edge width 40 mm, 5mm thick flat steel, and weight per m. Weight per m = 0.00785 × 40 × 5 = 1.57kg
-------------------------------------------------- -------------------------------------------------- -------------------------------------------------- --------------------------------------- the six angle (kg / m) W = 0.006798 × s × s s = distance to the edge mm the six angle edge distance of 50 mm, and weight per m. Weight per m = 0.006798 × 502 = 17kg
-------------------------------------------------- -------------------------------------------------- -------------------------------------------------- --------------------------------------- octagonal steel (kg / m) W = 0.0065 × s × s s = edge distance mm the octagonal steel edge distance of 80 mm, weight per m. Weight per m = 0.0065 × 802 = 41.62kg
-------------------------------------------------- -------------------------------------------------- -------------------------------------------------- --------------------------------------- equilateral angle (kg / m) = 0.00785 × [d (2B - d) +0.215 (R2 - 2R 2)] b = edge width d = edge thickness R = arc radius r = end arc radius and weight per m of 20 mm × 4 mm equilateral angle. Detected Metallurgical products from 4 mm × 20 mm equilateral angle R is 3.5 r 1.2 weight per m = 0.00785 × [4 × (2 × 20 - 4) +0.215 × (3.52 - 2 × 1.2 2 )] = 1.15kg
-------------------------------------------------- -------------------------------------------------- -------------------------------------------------- --------------------------------------- unequal angle (kg / m) W = arc radius r = 0.00785 × [d (B + b - d) +0.215 (R2 - r 2)] = long edge width b = short side width d = edge thickness R = end arc radius and 30 mm × 20 mm × 4mm weight per m unequal angle. Detected Metallurgical products from 30 × 20 × 4 unequal angle R is 3.5, r 1.2, the weight per m = 0.00785 × [4 × (30 +20 - 4) +0.215 × (3.52 - 2 x 1.2 2)] = 1.46kg
-------------------------------------------------- -------------------------------------------------- -------------------------------------------------- the --------------------------------------- channel (kg / m) W = 0.00785 × [hd +2 t (b - d) +0.349 (R2 - r 2)] h = high b = leg length d = thickness of the waist t = average thickness of legs R = arc radius r = end arc radius and 80 mm x 43mm x 5mm channel weight per m. T detect the channel from the metallurgical Catalog 8, R 8 and R is 4, the weight per m = 0.00785 × 80 × 5 +2 × 8 × (43 - 5) +0.349 × (82-4 2)] = 8.04kg
-------------------------------------------------- -------------------------------------------------- -------------------------------------------------- --------------------------------------- I-beam (kg / m) W = 0.00785 × [hd +2 t (b - d) +0.615 (R2 - r 2)] h = high b = leg length d = thickness of the waist t = average thickness of legs R = arc radius r = end arc radius and 250 mm x 118mm I-beam × 10mm weight per m. T to find out if the I-beam in the manual from the metallic material 13, R for the 10, R 5, weight per m = 0.00785 × 250 × 10 +2 × 13 × (118 -10) +0.615 × (102 - 5 2)] = 42.03kg ------------------------------------------- -------------------------------------------------- -------------------------------------------------- ----------------------------------------------
Steel (kg/m2)
W = 7.85 × d
d = thickness of
4mm thick steel plate, find the weight per m2. Weight per m2 = 7.85 × 4 = 31.4 kg
---------------------------------------- -------------------------------------------------- -------------------------------------------------- ------------------------------------------------- steel pipe (kg / m) (tube) including seamless and welded steel pipe W = .0246615 × S (D - S) D = outer diameter S = wall thickness of the outer diameter of a seamless steel pipe of 60 mm wall thickness 4mm, seeking each m weight. Weight per m = 0.02466 × 4 × (60 -4) = 5.52kg
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Rectangular Pipe formula: (square and rectangular (rectangular) cross-section of carbon steel pipe formula)
per meter unit of weight: kg / m (kg / m) formula: kg / m = (Oc - 4wt) * Wt * 0.00785
including: OC The outer perimeter, Wt is the wall thickness; square OC = 4 * a rectangular OC = 2a +2 b a, b is the side length
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