抗拉力计算表.doc

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1、钢筋级别钢筋牌号及规格钢筋公称截面面积﹙㎜2﹚0.9Asfyk﹙kN﹚备注Ⅰ级Q235Φ6.028.275.98Q235Φ6.533.187.02Q235Φ8.050.2710.63Q235Φ1078.5416.61Q235Φ12113.123.92Q235Φ14153.932.55Q235Φ16201.142.53Q235Φ18254.553.83Q235Φ20314.266.45Ⅱ级HRB335Φ850.2715.16HRB335Φ1078.5423.68HRB335Φ12113.134.1HRB335Φ14153.946.40HRB335Φ1620

2、1.160.63HRB335Φ18254.576.73HRB335Φ20314.294.73HRB335Φ22380.1114.60HRB335Φ25490.9148.01HRB335Φ28615.8185.66HRB335Φ32804.2242.47Ⅲ级HRB400Φ1078.5428.27HRB400Φ12113.140.72HRB400Φ14153.955.40HRB400Φ16201.172.4HRB400Φ18254.591.62HRB400Φ20314.2113.11HRB400Φ22380.1136.84HRB400Φ25490.9176.

3、72HRB400Φ28615.8221.69HRB400Φ32804.2289.51钢筋锚固抗拔﹙0.9ASfyk﹚计算值