X

层号梁号剪力 Vcs（KN）箍筋强度（N/mm2）砼强度等级“C**”ft（N/mm2）梁宽 b（mm）梁高 h（mm）单肢箍筋As（mm）（0.2*fc*b*h0）/0.85Vcs/X

2LL8#1252.0360551.9630010001231721.222250.727390086

2KL157#581.0360551.96300500116829.397250.700508713

2LL19#742.0360551.96300900621542.857250.480925893

2KL26#639.0360551.96300400186651.032250.981518197

4KL27#618.0360551.96300400178651.032250.94926173

5LL27#543.0360551.96400400130868.0430.625545048

5LL28#433.0360551.9620050091552.93150.783098811

5LL29#362.0360551.96200400100434.02150.834060064

5LL19#386.0360551.9625050068691.1643750.558477858

16LL291#444.0360501.8920050096552.93150.802992776

16LL25#329.0360501.8920040088434.02150.758026964默认：梁h0按双排纵筋考虑、箍筋间距100、箍筋肢数为2肢。梁 箍 筋