设保护层20mm、非抗震,箍筋个数=(5500-2×290)/200+1=24.6+1≈26。
①: 2[5500-2×20+2×200-2×2.07×20+2×6.25×20]=
②: 2 [5500-2×20+2×6.25×10]=
③: 5500-2×20+2×510×1.4142-2×2.07×20+2×6.25×20=
④ : 5500-2×20+2×510×1.4142-2×2.07×20+2×6.25×20=
⑤: 26 [2×160+2×510-0.44×6+10×6]=
以上是一条梁的钢筋长度,楼主自己+-×法算后分别乘每米重。φ6——0.222kg/m.
φ10——0.617kg/m. φ20——2.47kg/m.