梁箍筋面积表.doc

.精选范本梁箍筋面积表－Ⅰ级钢实配分布筋计算面积实配分布筋计算面积实配分布筋计算面积A8@300(2)G0.3A10@300(2)G0.5A12@300(2)G0.7A8@250(2)G0.4A10@250(2)G0.6A12@250(2)G0.9A8@220(2)G0.4A10@220(2)G0.7A12@220(2)G1.0A8@200(2)G1.0A10@200(2)G0.7A12@200(2)G1.1A8@190(2)G0.5A10@190(2)G0.8A12@190(2)G1.1A8@180(2)G0.5A10@180(2)G0.8A12@180(2)G1.2A8@170(2)G0.6A10@170(2)G0.9A12@170(2)G1.3A8@160(2)G0.6A10@160(2)G0.9A12@160(2)G1.4A8@150(2)G0.6A10@150(2)G1.0A12@150(2)G1.5A8@140(2)G0.7A10@140(2)G1.1A12@140(2)G1.6A8@130(2)G0.7A10@130(2)G1.2A12@130(2)G1.7A8@120(2)G0.8A10@120(2)G1.3A12@120(2)G1.8A8@110(2)G0.9A10@110(2)G1.4A12@110(2)G2.0A8@100(2)G1.0A10@100(2)G1.5A12@100(2)G2.2A8@300(4)G0.6A10@300(4)G1.0A12@300(4)G1.5A8@250(4)G0.8A10@250(4)G1.2A12@250(4)G1.8A8@220(4)G0.9A10@220(4)G1.4A12@220(4)G2.0A8@200(4)G1.0A10@200(4)G1.5A12@200(4)G2.2A8@190(4)G1.0A10@190(4)G1.6A12@190(4)G2.3A8@180(4)G1.1A10@180(4)G1.7A12@180(4)G2.5A8@170(4)G1.1A10@170(4)G1.8A12@170(4)G2.6A8@160(4)G1.2A10@160(4)G1.9A12@160(4)G2.8A8@150(4)G1.3A10@150(4)G2.0A12@150(4)G3.0A8@140(4)G1.4A10@140(4)G2.2A12@140(4)G3.2A8@130(4)G1.5A10@130(4)G2.4A12@130(4)G3.4A8@120(4)G1.6A10@120(4)G2.6A12@120(4)G3.7A8@110(4)G1.8A10@110(4)G2.8A12@110(4)G4.1A8@100(4)G2.0A10@100(4)G3.1A12@100(4)G4.5注：钢筋均为一级钢，电算箍筋间距100。梁箍筋面积表－Ⅱ级钢实配分布筋计算面积实配分布筋计算面积实配分布筋计算面积B8@300(2)G0.4B10@300(2)G0.7B12@300(2)G1.0B8@250(2)G0.5B10@250(2)G0.9B12@250(2)G1.2B8@220(2)G0.6B10@220(2)G1.0B12@220(2)G1.4B8@200(2)G0.7B10@200(2)G1.1B12@200(2)G1.6B8@190(2)G0.7B10@190(2)G1.1B12@190(2)G1.7B8@180(2)G0.8B10@180(2)G1.2B12@180(2)G1.8B8@170(2)G0.8B10@170(2)G1.3B12@170(2)G1.9B8@160(2)G0.9B10@160(2)G1.4B12@160(2)G2.0B8@150(2)G0.9B10@150(2)G1.5B12@150(2)G2.1B8@140(2)G1.0B10@140(2)G1.6B12@140(2)G2.3B8@130(2)G1.1B10@130(2)G1.7B12@130(2)G2.4B8@120(2)G1.2B10@120(2)G1.8B12@120(2)G2.6B8@110(2)G1.3B10@110(2)G2.0B12@110(2)G2.9B8@100(2)G1.4B10@100(2)G2.2B12@100(2)G3.2B8@300(4)G0.9B10@300(4)G1.5B12@300(4)G2.1B8@250(4)G1.1B10@250(4)G1.7B12@250(4)G2.5B8@220(4)G1.3B10@220(4)G2.0B12@220(4)G2.9B8@200(4)G1.4B10@200(4)G2.2B12@200(4)G3.2B8@190(4)G1.5B1