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1、工字钢理论重量表大全优质资料(可以直接使用,可编辑 优质资料,欢迎下载)工字钢理论重量表大全热轧普通工字钢每米重量表型 号尺寸(毫米)截面面积(厘米2)理论重量(公斤/米)hbdtr110100684.57.63.314.311.212.61267458.43.518.114.214140805.59.13.821.516.9161608869.9426.120.518180946.510.74.330.624.120a200100711.44.535.527.920b200102911.44.539.531.122a2201107.512.34.8423322b2201129.512.34.
2、846.436.425a250116813548.538.125b2501181013553.54228a2801228.513.75.355.4543.428b28012410.513.75.361.0547.932a3201309.5155.867.0552.732b32013211.5155.873.4557.732c32013413.5155.879.9562.836a3601361015.8676.359.936b3601381215.8683.565.636c3601401415.8690.771.240a40014210.516.56.386.167.640b40014412.5
3、16.56.394.173.840c40014614.516.56.310280.145a45015011.5186.810280.445b45015213.5186.811187.445c45015415.5186.812094.550a5001581220711993.650b5001601420712910150c5001621620713910956a56016612.5217.3135.25106.256b56016814.5217.3146.4511556c56017016.5217.3157.85123.963a63017613227.5154.9121.663b63017815
4、227.5167.5131.563c63018017227.5180.1141热轧轻型工字钢每米重量表型号尺寸(毫米)截面面积(厘米2)理论重量(公斤/米)型号尺寸(毫米)截面面积(厘米2)理论重量(公斤/米)hbdthbdt10100554.57.212.09.4618180905.18.123.418.412120644.87.314.711.518a1801005.18.325.419.914140734.97.517.413.7202001005.28.426.821.016160815.07.820.21520a2001105.28.628.922.7222201105.48.730
5、.624.0404001558.013.071.456.122a2201205.48.932.825.8454501608.614.283.065.2242401155.69.534.827.3505001709.515.297.876.824a2401255.69.837.529.45555018010.316.511489.8272701256.09.840.231.56060019011.117.813210427a2701356.010.243.233.9656502001219.2153120303001356.510.246.536.5707002101320.817613830a
6、3001456.510.749.939.270a7002101524.0202158333301407.011.253.842.270b70021017.528.2234184363601457.512.361.948.6热轧不等边角钢尺寸、理论重量表型号尺寸(mm)理论重量(kg/m)长边宽短边宽边厚2.5/16251630.912251641.1763.2/2322031.171322041.5224/2.5402531.484402541.9364.5/2.8452831.687452842.2035/3.2503231.908503242.4945.6/3.6563632.153563
7、642.818563653.4666.3/4634043.185634053.920634064.638634075.3397/4.5704543.570704554.403704565.218704576.0117.5/5755054.808755065.699755087.4317550109.0988/5805055.005805065.935805076.848805087.7459/5.6905655.661905666.717905677.756905688.77910/6.31006367.5501006378.7221006389.878100631012.14210/8100
8、8068.3501008079.65610080810.946100801013.47611/71107068.3501107079.65611070810.946110701013.47612.5/812580711.06612580812.511125801015.474125801218.33014/914090814.160140901017.475140901220.724140901423.90816/101601001019.8721601001223.5921601001427.2471601001630.83518/111801101022.2731801101226.464
9、1801101430.5891801101634.64920/12.52001251229.7612001251434.4362001251639.0452001251843.588不等边角钢理重计算:W(kg/m)=0.00785*边厚*(长边宽+短边宽边厚)角钢理论重量表大全角钢理论重量表大全,角钢俗称角铁、是两边互相垂直成角形的长条钢材角钢俗称角铁、是两边互相垂直成角形的长条钢材。有等边角钢和不等边角钢之分。等边角钢的两个边宽相等。其规格以边宽边宽边厚的毫米数表示。如“30303”,即表示边宽为 30毫米、边厚为3毫米的等边角钢。也可用型号表示,型号是边宽的厘米数,如3#。型号不表示同一
10、型号中不同边厚的尺寸,因而在合同等单据上将角钢的边宽、边厚尺寸填写齐全,避免单独用型号表示。热轧等边角钢的规格为2#-20#。型号尺寸(mm)理论重量型号尺寸(mm)理论重量边宽厚度kg/m边宽厚度kg/m22030.8779901013.47641.1451215.942.52531.1211010069.36641.459710.8333031.373812.27641.7861015.1244031.8521217.89842.4221420.61152.9761623.25755032.33211110711.92843.059813.53253.771016.6964.4651219
11、.7826.36343.0971422.80954.82212.5125815.50465.7211019.13387.4691222.696109.1511426.19377044.372141401021.48855.3971225.52266.4061429.4977.3981633.39388.373161601024.7297.57555.8181229.39166.9051433.98777.9761638.51889.03181801233.1591011.0891438.38388056.2211643.54267.3761848.63478.525202001442.8948
12、9.6581648.681011.8741854.40199068.352060.05679.6562471.168810.946热轧等边角钢尺寸及重量计算公式:W(kg/m)=0.00785*边厚*(2边宽-边厚)热轧不等边角钢尺寸、理论重量表型号尺寸(mm)理论重量(kg/m)长边宽短边宽边厚2.5/16251630.912251641.1763.2/2322031.171322041.5224/2.5402531.484402541.9364.5/2.8452831.687452842.2035/3.2503231.908503242.4945.6/3.6563632.153563642
13、.818563653.4666.3/4634043.185634053.920634064.638634075.3397/4.5704543.570704554.403704565.218704576.0117.5/5755054.808755065.699755087.4317550109.0988/5805055.005805065.935805076.848805087.7459/5.6905655.661905666.717905677.756905688.77910/6.31006367.5501006378.7221006389.878100631012.14210/8100806
14、8.3501008079.65610080810.946100801013.47611/71107068.3501107079.65611070810.946110701013.47612.5/812580711.06612580812.511125801015.474125801218.33014/914090814.160140901017.475140901220.724140901423.90816/101601001019.8721601001223.5921601001427.2471601001630.83518/111801101022.2731801101226.464180
15、1101430.5891801101634.64920/12.52001251229.7612001251434.4362001251639.0452001251843.588不等边角钢理重计算:W(kg/m)=0.00785*边厚*(长边宽+短边宽边厚)角钢理论重量表大全热轧等边角钢理论重量表型号尺寸(mm)理论重量型号尺寸(mm)理论重量边宽厚度kg/m边宽厚度kg/m22030.8779901013.47641.1451215.942.52531.1211010069.36641.459710.8333031.373812.27641.7861015.1244031.8521217.89
16、842.4221420.61152.9761623.25755032.33211110711.92843.059813.53253.771016.6964.4651219.7826.36343.0971422.80954.82212.5125815.50465.7211019.13387.4691222.696109.1511426.19377044.372141401021.48855.3971225.52266.4061429.4977.3981633.39388.373161601024.7297.57555.8181229.39166.9051433.98777.9761638.518
17、89.03181801233.1591011.0891438.38388056.2211643.54267.3761848.63478.525202001442.89489.6581648.681011.8741854.40199068.352060.05679.6562471.168工字钢理论重量表大全热轧普通工字钢每米重量表型 号尺寸(毫米)截面面积(厘米2)理论重量(公斤/米)hbdtr110100684.57.63.314.311.212.61267458.43.518.114.214140805.59.13.821.516.9161608869.9426.120.518180946.
18、510.74.330.624.120a200100711.44.535.527.920b200102911.44.539.531.122a2201107.512.34.8423322b2201129.512.34.846.436.425a250116813548.538.125b2501181013553.54228a2801228.513.75.355.4543.428b28012410.513.75.361.0547.932a3201309.5155.867.0552.732b32013211.5155.873.4557.732c32013413.5155.879.9562.836a360
19、1361015.8676.359.936b3601381215.8683.565.636c3601401415.8690.771.240a40014210.516.56.386.167.640b40014412.516.56.394.173.840c40014614.516.56.310280.145a45015011.5186.810280.445b45015213.5186.811187.445c45015415.5186.812094.550a5001581220711993.650b5001601420712910150c5001621620713910956a56016612.521
20、7.3135.25106.256b56016814.5217.3146.4511556c56017016.5217.3157.85123.963a63017613227.5154.9121.663b63017815227.5167.5131.563c63018017227.5180.1141热轧轻型工字钢每米重量表型号尺寸(毫米)截面面积(厘米2)理论重量(公斤/米)型号尺寸(毫米)截面面积(厘米2)理论重量(公斤/米)hbdthbdt10100554.57.212.09.4618180905.18.123.418.412120644.87.314.711.518a1801005.18.325
21、.419.914140734.97.517.413.7202001005.28.426.821.016160815.07.820.21520a2001105.28.628.922.7222201105.48.730.624.0404001558.013.071.456.122a2201205.48.932.825.8454501608.614.283.065.2242401155.69.534.827.3505001709.515.297.876.824a2401255.69.837.529.45555018010.316.511489.8272701256.09.840.231.560600
22、19011.117.813210427a2701356.010.243.233.9656502001219.2153120303001356.510.246.536.5707002101320.817613830a3001456.510.749.939.270a7002101524.0202158333301407.011.253.842.270b70021017.528.2234184363601457.512.361.948.6角钢理论重量表大全角钢俗称角铁、是两边互相垂直成角形的长条钢材。有等边角钢和不等边角钢之分。等边角钢的两个边宽相等。其规格以边宽边宽边厚的毫米数表示。如“30303
23、”,即表示边宽为 30毫米、边厚为3毫米的等边角钢。也可用型号表示,型号是边宽的厘米数,如3#。型号不表示同一型号中不同边厚的尺寸,因而在合同等单据上将角钢的边宽、边厚尺寸填写齐全,避免单独用型号表示。热轧等边角钢的规格为2#-20#。型号尺寸(mm)理论重量型号尺寸(mm)理论重量边宽厚度kg/m边宽厚度kg/m22030.8779901013.47641.1451215.942.52531.1211010069.36641.459710.8333031.373812.27641.7861015.1244031.8521217.89842.4221420.61152.9761623.2575
24、5032.33211110711.92843.059813.53253.771016.6964.4651219.7826.36343.0971422.80954.82212.5125815.50465.7211019.13387.4691222.696109.1511426.19377044.372141401021.48855.3971225.52266.4061429.4977.3981633.39388.373161601024.7297.57555.8181229.39166.9051433.98777.9761638.51889.03181801233.1591011.0891438
25、.38388056.2211643.54267.3761848.63478.525202001442.89489.6581648.681011.8741854.40199068.352060.05679.6562471.168810.946热轧等边角钢尺寸及重量计算公式:W(kg/m)=0.00785*边厚*(2边宽-边厚)热轧不等边角钢尺寸、理论重量表型号尺寸(mm)理论重量(kg/m)长边宽短边宽边厚2.5/16251630.912251641.1763.2/2322031.171322041.5224/2.5402531.484402541.9364.5/2.8452831.687452
26、842.2035/3.2503231.908503242.4945.6/3.6563632.153563642.818563653.4666.3/4634043.185634053.920634064.638634075.3397/4.5704543.570704554.403704565.218704576.0117.5/5755054.808755065.699755087.4317550109.0988/5805055.005805065.935805076.848805087.7459/5.6905655.661905666.717905677.756905688.77910/6.31
27、006367.5501006378.7221006389.878100631012.14210/81008068.3501008079.65610080810.946100801013.47611/71107068.3501107079.65611070810.946110701013.47612.5/812580711.06612580812.511125801015.474125801218.33014/914090814.160140901017.475140901220.724140901423.90816/101601001019.8721601001223.592160100142
28、7.2471601001630.83518/111801101022.2731801101226.4641801101430.5891801101634.64920/12.52001251229.7612001251434.4362001251639.0452001251843.588不等边角钢理重计算:W(kg/m)=0.00785*边厚*(长边宽+短边宽边厚)角钢理论重量表大全热轧等边角钢理论重量表型号尺寸(mm)理论重量型号尺寸(mm)理论重量边宽厚度kg/m边宽厚度kg/m22030.8779901013.47641.1451215.942.52531.1211010069.36641
29、.459710.8333031.373812.27641.7861015.1244031.8521217.89842.4221420.61152.9761623.25755032.33211110711.92843.059813.53253.771016.6964.4651219.7826.36343.0971422.80954.82212.5125815.50465.7211019.13387.4691222.696109.1511426.19377044.372141401021.48855.3971225.52266.4061429.4977.3981633.39388.37316160
30、1024.7297.57555.8181229.39166.9051433.98777.9761638.51889.03181801233.1591011.0891438.38388056.2211643.54267.3761848.63478.525202001442.89489.6581648.681011.8741854.40199068.352060.05679.6562471.168托担法盖梁施工计算书一、工程概况盖梁设计尺寸:双柱式盖梁设计为长11.95m,宽2。1m,高1.6m,混凝土方量为38.35方,两柱中心距6.95m。盖梁如图所示:二、施工方案1)预留孔:立柱施工时测好预
31、留孔的标高位置,预埋直径110mm硬质PVC管,较高立柱根据高差来进行标高调整,保证两预留孔处于同一个标高,施工时把有关主筋间距和上下层箍筋间距作微调;2)插入钢棒:柱顶插入一根直径为9cm,长度为300cm的钢棒,作为主梁工字钢支撑点,钢棒外伸长度一致;3)安装固定装置和机械式千斤顶。4)吊装主梁工字钢,利用25精轧螺纹钢,夹紧主梁工字钢,上铺I12.6工字钢作为分配梁;5)拆除钢棒,封堵预留孔:盖梁施工完成后把预留孔用细石混凝土封堵.三、受力计算1、设计参数1)I12。6工字钢截面面积为:A=1810mm2截面抵抗矩:W=77103mm3截面惯性矩:I=488104mm4弹性模量E=2。1105Mpa钢材采用Q235钢,抗拉、抗压、抗弯强度设计值=215Mpa。2)主梁工字钢横向主梁采用2片45b工字钢.截面面积为:A=11100mm2截面抵抗矩:W=1500103mm