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1、 表 7-5-1Q235 钢 锚 栓 选 用 表连接锚固长度及细部寸每个螺栓的受拉承载力设计值型型型dNtababCta(mm)(mm)(KN)20222427302.4483.0343.5254.5945.606909534.342.549.464.378.510010511033363942456.9368.1679.75811.2113.06556065707512012513013514097.1114.3136.6156.9182.8100105110100105105011258409006306755055401401402020 表 7-5-2Q235 钢 锚 栓 选 用 表连
2、接锚固长度及细部寸每个螺栓的受拉承载力设计值型型型dNtababCta(mm)(mm)(KN)4852566014.7317.5820.3023.6215016017018096020202025206.2246.1284.2330.7646872768026.7630.5534.6038.8943.441952052152252352530303040374.6427.7484.4544.5608.2 表 7-5-3Q235 钢 锚 栓 选 用 表连接锚固长度及细部寸每个螺栓的受拉承载力设计值型型型dNtababCta(mm)(mm)(KN)859049.4855.9162.7369.952
3、5026027028040404545692.7782.7878.2979.395 表 7-6-1Q345 钢 锚 栓 选 用 表连接锚固长度及细部尺寸每个螺栓的受拉承载力设计值型型型dNtababCta(mm)(mm)(KN)20222427302.4483.0343.5254.5945.606909544.154.663.582.7100.910010511033363942456.9368.1679.75811.2113.065560657075120125130135140124.8147.0175.6201.8235.110010511010010512601350105011257
4、558106306751401402020 表 7-6-2Q345 钢 锚 栓 选 用 表连接锚固长度及细部尺寸每个螺栓的受拉承载力设计值型型型dNtababCta(KN)(mm)(mm)4852566014.7317.5820.3023.6215016017018020202025265.1316.4365.4425.2646872768026.7630.5534.6038.8943.441952052152252352530303040481.7549.9622.8700.0781.9 表 7-6-3Q345 钢 锚 栓 选 用 表连接锚固长度及细部尺寸每个螺栓的受拉承载力设计值型型型dNtababCta(KN)(mm)(mm)859049.4855.9162.7369.9525026027028040404545890.610061129125995