悬臂挡墙钢筋计算

16 18.968 Р ④ 212 212 212 312 312 Р 2.309 2.486 2.726 4.342 4.595 Р ⑤ 612 612 712 712 812 Р 7.490 7.716 9.178 10.690 9.617 Р ⑥8@200 8@200 10@200 10@200 10@200 12@200 12@200 Р 11.653 17.262 35.169 39.797 45.226 71.928 78.677 Р ⑦8@200 8@200 10@200 10@200 10@200 12@200 12@200 Р 4.323 6.387 13.286 14.880 16.442 26.032 28.327 Р ⑧8@200 8@200 10@200 10@200 10@200 12@200 12@200 Р 2.597 3.667 7.485 8.542 10.075 16.294 17.960 Р ⑨8@200 8@200 10@200 10@200 10@200 12@200 12@200 Р 1.238 1.347 2.834 3.207 3.818 6.349 7.082 Р ⑩、11 8@400-500 Р 1.013 1.505 2.459 2.949 3.535 4.163 4.900 Р 钢筋kg 8 20.825 30.168 2.459 2.949 3.535 4.163 4.900 Р 10 0 61.232 69.375 79.095 Р 12 120.602 132.046 Р 12 18.994 33.090 60.779 81.055 103.195 76.851 77.668 Р 14 61.003 Р 16 75.507