鋼構(gòu)件理論重量表

鋼筋重量表（鋼筋扁鋼方鋼方管工字鋼槽鋼型鋼H型鋼）（一）圓鋼

具體算法直徑乘以直徑乘0.006165(國(guó)家標(biāo)準(zhǔn))

商家默認(rèn)標(biāo)準(zhǔn):直徑乘以直徑乘0.00617圓鋼規(guī)格重量表規(guī)格截面面積重量（kg/m）Ф3.59.620.075Ф412.570.098Ф519.630.154Ф5.523.760.187Ф5.624.630.193Ф628.270.222Ф6.331.170.245Ф6.533.180.260Ф738.480.302Ф7.544.180.347Ф850.270.395Ф963.630.499Ф1078.540.617Ф1195.030.746Ф12113.100.888Ф13132.701.04Ф14153.901.21Ф15176.701.39Ф16201.101.58Ф17227.001.78Ф18254.502.00Ф19283.502.23Ф20314.202.47Ф21346.402.72Ф22380.102.98Ф24452.403.55Ф25490.903.85Ф26530.904.17Ф28615.804.83Ф30706.905.55Ф32804.206.31Ф34907.907.13（二）螺紋鋼理論重量具體算法可以采用直徑除以10然后平方再乘以0.617kg/m鋼筋理論重量：Φ9-0.499kg/m

Φ10-0.617kg/m

Φ12-0.888kg/m

Φ14-1.21kg/m

Φ16-1.58kg/m

Φ18-2.00kg/m

Φ20-2.47kg/m

Φ22-2.98kg/m

Φ25-3.85kg/m

Φ28-4.83kg/m

Φ32-6.31kg/m

Φ40-9.87kg/m（三）其他鋼材理論重量計(jì)算的計(jì)量單位為公斤（kg）基本公式：W（重量，kg）=F(斷面積mm2)×L(長(zhǎng)度，m)×ρ(密度，g/cm3)×1/1000

1.鋼筋理論重量計(jì)算：

每米的重量(Kg)＝鋼筋的直徑(mm)×鋼筋的直徑(mm)×0.00617Φ12(含12)以下和Φ28(含28)的鋼筋一般小數(shù)點(diǎn)后取三位數(shù)，Φ14至Φ25鋼筋一般小數(shù)點(diǎn)后取二位數(shù)

2.鋼材理論重量計(jì)算簡(jiǎn)式

【材料名稱/理論重量W（kg/m）】a．扁鋼、鋼板、鋼帶：W＝0.00785×寬×厚

b．方鋼：W＝0.00785×邊長(zhǎng)2c．圓鋼、線材、鋼絲：W＝0.00617×直徑2

d．鍍鋅類鋼材：W＝原理論重量×1.06e．鋼管：W＝0.02466×壁厚（外徑-壁厚）

f．等邊角鋼：W＝0.00785×邊厚（2邊寬-邊厚）

g．不等邊角鋼：W＝0.00785×邊厚(長(zhǎng)邊寬+短邊寬-邊厚)

h．工字鋼：W＝0.00785×腰厚[高+f（腿寬-腰厚）]

i：槽鋼：W＝0.00785×腰厚[高+e（腿寬-腰厚）]

備注

1．角鋼、工字鋼和槽鋼的準(zhǔn)確計(jì)算公式很繁，表列簡(jiǎn)式用于計(jì)算近似值2．f值：一般型號(hào)及帶a的為3.34，帶b的為2.65，帶c的為2.263．e值：一般型號(hào)及帶a的為3.26，帶b的為2.44，帶c的為2.244．各長(zhǎng)度單位均為毫米，鋼的密度為：7.85g/cm工字鋼規(guī)格重量表工字鋼型號(hào)尺寸（mm）截面面積（cm2）重量（kg/m）高腿寬腹厚10100684.514.311.212120745.017.814.014140805.521.516.916160886.026.120.518180946.530.624.120A2001007.035.527.920B2001029.039.531.122A2201107.542.033.022B2201129.546.436.424A2401168.047.737.424B24011810.052.641.227A2701228.554.642.827B27012410.560.047.130A3001269.061.248.030B30012811.067.252.730C30013013.073.457.436A36013610.076.359.936B36013812.083.565.636C36014014.090.771.240A40014210.586.167.640B40014412.594.173.840C40014614.510280.1槽鋼規(guī)格重量表槽鋼型號(hào)尺寸（mm）截面面積（cm2）重量（kg/m）高腿長(zhǎng)腰厚5

50374.56.935.446.565404.88.546.708

80435.010.248.0410100485.312.7410.0012120535.515.3612.0614A140586.018.5114.5314B140608.021.3116.7316A160636.521.9517.2316B160658.525.1519.7420A200737.028.8322.6320B200759.032.8325.7730A300857.543.8934.4530B300879.549.5936.1630C3008911.555.8943.81熱軋輕型工字鋼尺寸及理論重量規(guī)格型號(hào)尺寸理論重量高度腿寬腰厚10100554.59.4612120644.811.514140734.913.716160815.015.918180905.118.418a1801005.119.9202001005.221.020a2001105.222.7222201105.424.022a2201205.425.8242401155.627.324a2401255.629.4272701256.031.527a2701356.033.9303001356.536.530a3001456.539.2333301407.042.2363601457.548.6404001558.056.1454501608.665.2505001709.576.85555018010.389.86060019011.1104.06565020012.0120.07070021013.0138.070a70021015.0158.070b70021017.5184.0熱軋8#輕型工字鋼尺寸及重量（據(jù)YB(T)65-87）規(guī)格型號(hào)尺寸理論重量高度腿寬腰厚880504.57.52計(jì)算公式W(kg/m)=0.00785*腰厚*[高+f*(腿寬-腰厚）]f值：一般型號(hào)及帶a的為3.34，帶b的為2.65，帶c的為2.26熱軋普通工字鋼尺寸及理論重量規(guī)格型號(hào)尺寸理論重量高度腿寬腰厚10100684.511.26112.6126745.014.22314140805.516.8916

60886.020.51318180946.524.14320a2001007.027.92920b2001029.031.06922a2201107.533.07022b2201129.536.52425a2501168.038.10525b25011810.042.03028a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.42045b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.90063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189計(jì)算公式：W(kg/m)=0.00785*腰厚*[高+f*(腿寬-腰厚）]f值：一般型號(hào)及帶a的為3.34，帶b的為2.65，帶c的為2.26熱軋輕型槽鋼尺寸及理論重量規(guī)格型號(hào)尺寸理論重量高度腿寬腰厚550324.44.846.565364.45.90880404.57.0510100464.58.5912120524.810.4014a140624.913.3014140584.912.3016160645.014.2016a160685.015.3018180705.116.3018a180745.117.4020200765.218.4020a200805.219.822220825.421.022a220875.422.624240905.624.024a240955.625.827270956.027.7303001006.531.8333301057.036.5363601107.541.9404001158.048.3計(jì)算公式w(kg/m)=0.00785*腰厚*[高+e*(腿寬-腰厚）]e值：一般型號(hào)及帶a的為3.26，帶b的為2.44，帶c的為2.24熱軋普通槽鋼尺寸及理論重量規(guī)格型號(hào)尺寸理論重量高度腿寬腰厚550374.55.4386.363404.86.634880435.08.04510100485.310.00712.6126535.512.31814#a140586.014.53514#b140608.016.73316#a160636.517.24016#b160658.519.75418#a180687.020.17418#b180709.023.00020#a200737.022.63720#b200759.025.77722#a220777.024.99922#b220799.028.45325#a250787.027.41025#b250809.031.33525#c2508211.035.26028#a280827.531.42728#b280849.535.82328#c2808611.540.21932#a320888.038.08332#b3209010.043.10732#c3209212.048.13136#a360969.047.81436#b3609811.053.46636#c36010013.059.11840#a40010010.058.92840#b40010212.565.20840#c40010414.571.488熱軋等邊角鋼尺寸及理論重量型號(hào)尺寸(mm)長(zhǎng)度(m)理論重量(kg/m)邊寬邊厚220343-90.889/1.1452.525343-91.124/1.459330343-91.373/1.7863.6363453-91.656/2.163/2.6544403453-91.852/2.422/2.9764.54534563-62.088/2.736/3.369/3.98555034564-122.332/3.059/3.770/4.4655.65634584-122.624/3.446/4.251/6.5686.3634568104-123.907/4.822/5.721/7.469/9.151770456784-124.372/5.397/6.406/7.398/8.3737.5755678104-125.818/6.905/7.976/9.030/11.0898805678104-126.211/7.376/8.525/9.658/11.87499067810124-198.350/9.656/10.946/13.476/15.94010100678101214164-199.366/10.830/12.276/15.120/17.898/20.611/23.25711110781012144-1911.928/13.532/16.690/19.782/22.80912.