梁箍筋面積表

1、.梁箍筋面積表級鋼實配分布筋計算面積實配分布筋計算面積實配分布筋計算面積A8300(2)G0.3A10300(2)G0.5A12300(2)G0.7A8250(2)G0.4A10250(2)G0.6A12250(2)G0.9A8220(2)G0.4A10220(2)G0.7A12220(2)G1.0A8200(2)G1.0A10200(2)G0.7A12200(2)G1.1A8190(2)G0.5A10190(2)G0.8A12190(2)G1.1A8180(2)G0.5A10180(2)G0.8A12180(2)G1.2A8170(2)G0.6A10170(2)G0.9A12170(2)G1

2、.3A8160(2)G0.6A10160(2)G0.9A12160(2)G1.4A8150(2)G0.6A10150(2)G1.0A12150(2)G1.5A8140(2)G0.7A10140(2)G1.1A12140(2)G1.6A8130(2)G0.7A10130(2)G1.2A12130(2)G1.7A8120(2)G0.8A10120(2)G1.3A12120(2)G1.8A8110(2)G0.9A10110(2)G1.4A12110(2)G2.0A8100(2)G1.0A10100(2)G1.5A12100(2)G2.2A8300(4)G0.6A10300(4)G1.0A12300(

3、4)G1.5A8250(4)G0.8A10250(4)G1.2A12250(4)G1.8A8220(4)G0.9A10220(4)G1.4A12220(4)G2.0A8200(4)G1.0A10200(4)G1.5A12200(4)G2.2A8190(4)G1.0A10190(4)G1.6A12190(4)G2.3A8180(4)G1.1A10180(4)G1.7A12180(4)G2.5A8170(4)G1.1A10170(4)G1.8A12170(4)G2.6A8160(4)G1.2A10160(4)G1.9A12160(4)G2.8A8150(4)G1.3A10150(4)G2.0A12

4、150(4)G3.0A8140(4)G1.4A10140(4)G2.2A12140(4)G3.2A8130(4)G1.5A10130(4)G2.4A12130(4)G3.4A8120(4)G1.6A10120(4)G2.6A12120(4)G3.7A8110(4)G1.8A10110(4)G2.8A12110(4)G4.1A8100(4)G2.0A10100(4)G3.1A12100(4)G4.5注：鋼筋均為一級鋼，電算箍筋間距100。梁箍筋面積表級鋼實配分布筋計算面積實配分布筋計算面積實配分布筋計算面積B8300(2)G0.4B10300(2)G0.7B12300(2)G1.0B8250(2

5、)G0.5B10250(2)G0.9B12250(2)G1.2B8220(2)G0.6B10220(2)G1.0B12220(2)G1.4B8200(2)G0.7B10200(2)G1.1B12200(2)G1.6B8190(2)G0.7B10190(2)G1.1B12190(2)G1.7B8180(2)G0.8B10180(2)G1.2B12180(2)G1.8B8170(2)G0.8B10170(2)G1.3B12170(2)G1.9B8160(2)G0.9B10160(2)G1.4B12160(2)G2.0B8150(2)G0.9B10150(2)G1.5B12150(2)G2.1B81

6、40(2)G1.0B10140(2)G1.6B12140(2)G2.3B8130(2)G1.1B10130(2)G1.7B12130(2)G2.4B8120(2)G1.2B10120(2)G1.8B12120(2)G2.6B8110(2)G1.3B10110(2)G2.0B12110(2)G2.9B8100(2)G1.4B10100(2)G2.2B12100(2)G3.2B8300(4)G0.9B10300(4)G1.5B12300(4)G2.1B8250(4)G1.1B10250(4)G1.7B12250(4)G2.5B8220(4)G1.3B10220(4)G2.0B12220(4)G2.

7、9B8200(4)G1.4B10200(4)G2.2B12200(4)G3.2B8190(4)G1.5B10190(4)G2.3B12190(4)G3.4B8180(4)G1.6B10180(4)G2.4B12180(4)G3.6B8170(4)G1.7B10170(4)G2.6B12170(4)G3.8B8160(4)G1.8B10160(4)G2.8B12160(4)G4.0B8150(4)G1.9B10150(4)G3.0B12150(4)G4.3B8140(4)G2.0B10140(4)G3.2B12140(4)G4.6B8130(4)G2.2B10130(4)G3.4B12130(4

8、)G4.9B8120(4)G2.4B10120(4)G3.7B12120(4)G5.3B8110(4)G2.6B10110(4)G4.0B12110(4)G5.8B8100(4)G2.8B10100(4)G4.4B12100(4)G6.4注：二級鋼均換算成一級鋼的等效面積，電算箍筋間距100。梁箍筋面積表級鋼實配分布筋計算面積實配分布筋計算面積實配分布筋計算面積C8300(2)G0.5C10300(2)G0.9C8250(2)G0.6C10250(2)G1.0C8220(2)G0.7C10220(2)G1.2C8200(2)G0.8C10200(2)G1.3C8190(2)G0.9C10190

9、(2)G1.4C8180(2)G0.9C10180(2)G1.5C8170(2)G1.0C10170(2)G1.5C8160(2)G1.0C10160(2)G1.6C8150(2)G1.1C10150(2)G1.8C8140(2)G1.2C10140(2)G1.9C8130(2)G1.3C10130(2)G2.0C8120(2)G1.4C10120(2)G2.2C8110(2)G1.5C10110(2)G2.4C8100(2)G1.7C10100(2)G2.6C8300(4)G1.1C10300(4)G1.8C8250(4)G1.3C10250(4)G2.1C8220(4)G1.5C10220(4)G2.4C8200(4)G1.7C10200(4)G2.7C8190(4)G1.8C10190(4)G2.8C8180(4)G1.9C10180(4)G3.0C8170(4)G2.0C10170(4)G3.1C8160(4)G2.1C10160(4)G3.3C8150(4)G2.3C10150(4)G3.5C8140(4)G2.4C10140(4)G3.8C8130(4)G2.6C10130(4)G4.1C8