钢筋系数
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2023年2月27日发(作者：生字格模板).
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植筋拉拔试验理论计算最小容许抗拔数值植深≥10dA胶型
HPB300.P=268N/mm².代号.0.8936
直径（mm）66.52045
抗拔（KN）7.578.8913.4621.0430.2941.2353.8668.1684.15101.82131.49164.94215.43272.65336.61426.02
HPB335.P=300N/mm².代号.0.8955
直径（mm）8045
抗拔（KN）15.1023.6033.9046.2060.3076.3094.20114.00147.30184.70341.30305.40377.00476.90
HPB400.P=360N/mm².代号.0.9000
直径（mm）8045
抗拔（KN）18.1028.3040.7055.4072.4091.60113.10136.80176.70221.70289.50366.40452.40572.26
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精选文档
植筋拉拔试验理论计算最小容许抗拔数值植深≥10dA胶型
HPB300.P=270N/mm².代号.0.8936
直径（mm）66.52045
抗拔（KN）7.638.9513.5621.1930.5241.5454.2668.6884.78102.58132.47166.17217.04274.69339.12429.20
HPB335.P=300N/mm².代号.0.8955
直径（mm）8045
抗拔（KN）15.1023.6033.9046.2060.3076.3094.20114.00147.30184.70341.30305.40377.00476.90
HPB400.P=360N/mm².代号.0.9000
直径（mm）8045
抗拔（KN）18.1028.3040.7055.4072.4091.60113.10136.80176.70221.70289.50366.40452.40572.26