方矩形鋼管理論重量計算公式

無縫鋼管理論重量表:樂七Kg/m覺厚X.一3J 4.5JZJC匚6近2.4€0上.7u-zS.OF2京近9S.F&43.-34F碼2.5B&2.S7a陰*:,7184.06&電臃J.735翌工的531錯*1624,由24班1LJ274S3.1073.FB2號.0444.4^54.5:3.2&.3ES5.771EC3477r4X144.5比5.049E-.&4D邑。湍6511=-43.7714把94."25.4PS&.04"B.E7B7.10S3加54⑶&$22，5。M12通器5U盥4.2174.S77葭眨46.15S&.7S27.38"7.&&06334.47B二175&.Bn&6石鉆7.2U7.^7氏50呂&&4.S0&■ lTB-T17.0477.7,SS良m卬例7C4.5=7E.74C6.5117.269&口1ES.745&.470n日即T7.602氏睇?.1K的4而^,401%?.1Q37.935&了工9.56310.35&6.3637.28Ca.%E，&.37S10,35811.32E122S110S7.76&&.02010.2E-&11.4S61^,7011,一前31E,05J■1331117312.72S14,261157.S317.2S-413.7521E-&13,4221F.2&C17.14^1S,9S920.B2122.63521&1S,60121.20s期2052B,S8B器BEB31.S17273in|-| I-Iinn上2&7^733.04€科23339ECS32S2了751口31.6GS3E-.5GS39.4E-843,33747.202買ES8,B&74S.1%行碉F-1.6410丁41.33&45.311￡口口乳54副了^,7775"'埼濘口用鍍鋅鋼管理論重量表:

蛔格外徑ran壁厚mm最小壁厚imm源管8*定尺）德辟管3米定尺）公稱內(nèi)徑萸寸米重kg根垂kg米重k自根重功W151/221.3282.451.287.501.357S.14啞口3/126.9ze2.451麻陰96I.7&附56睦S2.4114.462.55415321.254243.53.053.3520.163.5621.36DN40154B.3353.053.ST23.224.1024.60際口250,33.B3,3255.2931T45.6GT3^3642576.i4.03s71142的75364:521HN80389.94.08.3850.288885328DN1004114.34.010B3班一因11.53B913DF125SUO4.515.0490.2415.942弼.65DN1506168.34.516.18109.0819.27115.6ZDH200f9Z\3A6.0娉管）31.53183.18鍍鋅鋼管重量計算公式：［（外徑-壁厚）*壁厚］*0.02466=kg/米（每米的重量）不銹鋼管理論重量表:

厘堂 屋徒三百 厚堂 延選至蠶 厚莖 理由至奎 里麥 理辿三通亳來； 《含尸） ：亳來； 寸金汗） ：亳米 ’:色E） 亳來 ,/H：*h2 |L.□?0.75.學431..4：.25_3c3v.：j.EEEy14.134.□35-33二.hfic"4-S：."E6.2S2□39.25'0.-32.355C..*7.065L,卜5 143-3'0.352.74E.7.E52.519.536Hla二個-i5~[3114.2.E.535三￡21.9S?□4.95：,453.5331.21/：323.□□E￡2.S3.33.^251.253.837.D.65j.554.31E1.410.333527.4E7B.5然E已11.7E3.E耳S3—EE.351234.222-~2.72EE.m423.3-13二二二.二23阜之C3c2S2.6433.E24二出.m24IBB.4352=E.3卜455.3■已117.525136.3?、~"_3L1d，rH1一1c125.cNE■204.142329.7.11133.3e?44345.4-E■i■nNE21B--E：4€3cL.1■□?dmr_-=i.二Z9|227\7 |376.E焊接鋼管理論重量表:

展《亳米）2.S 2 35 4 4.S￡ 5.S E 6.5 7工6理也曳盤【蕓斤，米） 咫一321.&￡ 515 2.4B 2.7B 3.0.5335 5.5S 3.35 4.09 4.35 4.533-B2.1S 2592.SB3.3S 372407 4.41 4.74 5.0S 5.35 S.64\2.442.S9 3.3E5.75 44.56 4.95 (5.33 5.B8 |b.04B.3B岫^.BZ3.11 3.5ft 4.D4 4494.03 5.36 5.77 fi.1?占一豈6S.94502.93 3.4B 4一律 4.S4 5.05555吐口4S.51 6.97 7.42 7.8B54 !3.77 4.3B 4.53 5.49「 I 'HI 1J5.(14 ?.5S ，.1口 7.B1 B.11E.fiDS756 i 「 一- 4.0D 4-62 5.23 5.83S.41 199 7.55 S.10B.S39.16a- &菱± 4.5B 5..53次便6.7B 7,56 7.995.SSS.tK5.71解』%4占S.lsG.E7&'7.21 7.87S.filS.14 S.75 1口;電e-B- 4.31 .5.57 6.31 7.057.77B.4SEJ.17a.H610.5311.1970 ;? 4闖8 5.74 5,51 7.278.(11 B.75 5.47 1Q.1&1必脂11.5€73- 51S6,C0 6.81 7.6QB.3B9JB9.S1 1D,G511.3012.11|765.40 €.26 7.-la7.93“一^^3.75 9.56 1G.3511.14|l1.?112.67白3 口- - 6.86 7.79 B713fij10S111.39 12之占13.1213.9C￡-9? - 7.5B 上之目Q.3BID.3E1133 12.23 1322:14.1615.D7曲7.SQB.93 ：1C.O411.10121413.-1714.19hs.is1E.-l-a1021...- - 8.5D 9-.B7 10.B2l'ig.09卜4茗 15.31|l6.4017.4810S10.2S11.4912.7013.901，［＞qIS.27J7.4413.5S114- - - 后1^.1S13.44147515.38 1?之313.4719.70螺旋鋼管理論重量表:

金蓄冽日-mi-金端單厚NirhitilWallHu.c\xntt3tit5工寫E7gq10Ht21314ISIBIB2Q27333.色3693ft51瞑.豌3和39321318170454T6232P6969就SJ39.4643.531T2654.9625q170J335843.2317.4851.7360.Lfl68.5776.92077)45.6B5cLm51幅63.8T12001.fit4QB49.4454.3259.24SB.9473.E88.291.75解6〕51.9],57.0362.1472.3382.469Z.55.102-5945TS5.73j二qbL-；77.加88.5699.?HO-23120.SB131.BH2.345QS7.28Bfi.IB110T512261134.S2146.TB15B.69印的77.3890.1110791154USS79914口'SI出2.為1G5銀a1.聆95.典1口氏7132.Q71%2514目班ssi.ei17。01690Bg3710409118.7B13339t4796162加376站[胤3gffise)92.331GT5412Z.7113782t形陽167.SIis￡eem.8(6&0)967711272128.63144461602917605191re20742Til1CM.3LL21521顯69155St72.57169aa206.65223761720)105.64123.08140.46157.81T509192.32209.5122S.65(T&2]130.33145.75167.121^.44203.72劃.M2io.n250.24013139131S3.811TH441^.CE藝IT.53237.D3Z5BX&270.00①加iq.CJ.341WJ.19rra.ya1乾Lidziy.針Z313-lZ5B.7LZ7U.ZB.9.71311.2325ft.01況也寞314113.T1[J50.oeZZ2.KZ44.-95.206.9EZBB.34JiO.TZ_33E.&135^.3129T.T4MO35?20)179.9220219224.41246.502B6.72?.77312.7^334.7B356.EQ4004443.91IDIB1.依白日22m。24S『啟2726?2?71321月345.933TO272口4彳-ns4*1居(ID2D)193.￡52243fl24Q07273.7298.39322B2347.313717539Gil4<.TH例23122D2^6.39327.^5357.473冊9411&.36*宿73475585335859138矩形方鋼管理論重量表:正方形辿長a(ion.)周長。心fznuii）壁厚邛1:(nun/理論重量!k工/理）401601.耳1.31^53714811 1.13046024:0.-1.22^155848032037.253450:如d1.21.S38784120480217.4104381521.51.71915長方形電長m(ihjilJ邊長b(mjTL'J；周長Oc壁厚(nun)理詒重量（卜自/理）57241221jQ.926340201201P Q.910630-4024。11.8526時,：3007205,27.47560..;25O6205館65頸,25060031^8474"200-4B0-&ll.：O2142p0,100600522.765”口2009005,34.54SO碗-017.7Q36,582512S1/21.141704402012032.5434方矩形鋼管理論重量計算公式: