吊车所需臂长与障碍物距离计算.xls

求重心 求吊臂 输入数据 M 红色为需输入 吊杆角度 障碍物高h1: 支点距障碍L1(M) 吊点距障碍距离L2: 吊杆长度计算 吊点高h2(M) 吊臂长L(M) 重心距第地段端的距离: 总重量: 各中心距端距离: 重量 长度 第五段 第四段 第三段 第二段 第一段 吊车底盘高h2: 吊车幅度 吊臂中心到障碍物距离d1: 11500.00 11500.00 .00 .00 .00 1545.00 1222.00 .00 5750.00 2.00 17250.00 .00 .00 2.00 .00 .00 .00 2.00 .00 .00 .00 2.00 .00 .00 .00 2.00 2767.00 10828.79 14.80 21.00 2.00 1.00 40.00 48.78 33.35 37.36 16.36 .70 40.50 48.80 33.69 37.10 16.10 .71 41.00 48.83 34.03 36.85 15.85 .72 41.50 48.87 34.38 36.60 15.60 .72 42.00 48.92 34.73 36.36 15.36 .73 42.50 48.98 35.09 36.11 15.11 .74 43.00 49.06 35.46 35.88 14.88 .75 43.50 49.14 35.83 35.65 14.65 .76 44.00 49.24 36.21 35.42 14.42 .77 44.50 49.35 36.59 35.20 14.20 .78 45.00 49.47 36.98 34.98 13.98 .79 45.50 49.60 37.37 34.76 13.76 .79 46.00 49.74 37.78 34.55 13.55 .80 46.50 49.89 38.19 34.34 13.34 .81 47.00 50.05 38.61 34.14 13.14 .82 47.50 50.23 39.03 33.93 12.93 .83 48.00 50.42 39.47 33.73 12.73 .84 48.50 50.62 39.91 33.54 12.54 .85 49.00 50.83 40.36 33.35 12.35 .86 49.50 51.05 40.82 33.16 12.16 .86 50.00 51.29 41.29 32.97 11.97 .87 50.50 51.54 41.77 32.78 11.78 .88 51.00 51.80 42.26 32.60 11.60 .89 51.50 52.08 42.76 32.42 11.42 .90 52.00 52.37 43.27 32.24 11.24 .91 52.50 52.68 43.79 32.07 11.07 .92 53.00 53.00 44.32 31.89 10.89 .93 53.50 53.33 44.87 31.72 10.72 .93 54.00 53.68 45.43 31.55 10.55 .94 54.50 54.05 46.00 31.39 10.39 .95 55.00 54.43 46.59 31.22 10.22 .96 55.50 54.83 47.19 31.06 10.06 .97 56.00 55.25 47.80 30.90 9.90 .98 56.50 55.69 48.44 30.74 9.74 .99 57.00 56.14 49.09 30.58 9.58 .99 57.50 56.62 49.75 30.42 9.42 1.00 58.00 57.11 50.44 30.27 9.27 1.01 58.50 57.63 51.14 30.11 9.11 1.02 59.00 58.17 51.86 29.96 8.96 1.03 59.50 58.73 52.61 29.81 8.81 1.04 60.00 59.32 53.37 29.66 8.66 1.05 60.50 59.93 54.16 29.51 8.51 1.06 61.00 60.57 54.98 29.37 8.37 1.07 61.50 61.24 55.82 29.22 8.22 1.07 62.00 61.93 56.68 29.08 8.08 1.08 62.50 62.66 57.58 28.93 7.93 1.09 63.00 63.42 58.51 28.79 7.79 1.10 63.50 64.21 59.46 28.65 7.65 1.11 64.00 65.04 60.45 28.51 7.51 1.12 6