超高加宽计算

桩号ZH5627.227565057005702.782657255795HY5817.227YH6397.09364006570HZ6587.093ZH距ZH左侧硬右侧硬左侧计算右侧计算左侧计右侧计（HZ）点路肩距路肩距的横坡的横坡左侧超高横坡计算公式右侧超高横坡计算公式算高差算高差的距离L中距离中距离（%）（%）011.2511.25-0.225-0.225-2.00-2.00U=U22.77311.5911.25-0.107-0.225-0.92-2.00K>O-T And K≤O-T+H:72.77312.3211.250.178-0.2251.45-2.00L=K-O+T:75.55556K>2UH/(U-V) And K≤U=-W[L/H*(V-U)+U]97.77312.6911.250.334-0.2962.63-2.63O-T+H: L=K-O+T:167.77313.7211.250.816-0.6695.95-5.95U=-W[L/H*(V-U)+U]19014.0511.250.984-0.7887.00-7.00K>O-T+H And K≤P:K>O-T+H And K≤P:19014.0511.250.984-0.7887.00-7.00U=-WVU=-WV187.09314.0111.250.966-0.7756.89-6.89K>P And K≤P+G:K>P And K≤P+G:17.09311.511.250.072-0.0710.63-0.63L=P+G-K:L=P+G-K:011.2511.250.0000.0000.000.00U=-WL/H*VU=-WL/H*V11.2511.2511.2511.2511.2511.2511.2511.2511.2511.2511.2511.2913.213.3513.3513.2412.2311.9511.2511.250.000-0.013-0.731-0.788-0.788-0.740-0.293-0.225-0.225-0.2250.0000.0140.8580.9350.9350.8710.3190.185-0.153-0.2250.00-0.12-6.50-7.00-7.00-6.58-2.61-2.00-2.00-2.000.00K>O-T And K≤O-T+H:K>O-T And K≤O-T+H:0.12L=K-O+T:L=K-O+T:6.50U=-WL/H*VU=-WL/H*V7.00K>O-T+H And K≤P:K>O-T+H And K≤P:7.00U=-WVU=-WV6.58K>P And K≤P+G-2.612UH/(U-V): L=P+G-K:K>P And K≤P+G:U=-W[L/H*(V-U)+U]L=P+G-K:1.55U=-W[L/H*(V-U)+U]U=U-1.36-2.00W=Z/Abs(Z) :W=W*D/Abs(D)6587.093065902.9076745157.907HY6757.093170YH7202.0541707210162.054728587.0547296.498475.55556730567.054736012.054HZ7372.0540