《拱桥计算手册》附录(I)计算用表表格文件下载.xls

《拱桥计算手册》附录(I)计算用表表格文件下载.xls

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P47P47表表2-12-1234567f/L1/21/31/41/51/61/7S3.14159272.35201041.85459041.52202551.28700221.1131986L21.84615381.61.37931031.21.0566038f10.61538460.40.27586210.20.1509434R0.50.54166670.6250.7250.83333330.9464286090:

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@#@2709067.38013553.13010243.60281936.86989831.8907920,弧度1.57079631.17600520.92729520.76101280.64350110.5565993sin（0）10.92307690.80.68965520.60.5283019cos（0）00.38461540.60.72413790.80.8490566P333P333表表11拱拱轴轴截截面面横横坐坐标标表表表值为f/L（=D）1/21/31/41/51/61/701.57079631.17600520.92729520.76101280.64350110.5565993R/L0.50.54166670.6250.7250.83333330.9464286截面号n000000010.15707960.11760050.09272950.07610130.06435010.055659920.31415930.2352010.1854590.15220260.12870020.111319930.47123890.35280160.27818860.22830380.19305030.166979840.62831850.47040210.37091810.30440510.25740040.222639750.78539820.58800260.46364760.38050640.32175060.278299760.94247780.70560310.55637710.45660770.38610070.333959671.09955740.82320360.64910670.53270890.45045080.389619581.25663710.94080420.74183620.60881020.51480090.445279591.41371671.05840470.83456570.68491150.5791510.5009394101.57079631.17600520.92729520.76101280.64350110.5565993表值为x/L截面号nf/L1/21/31/41/51/61/7000000010.078220.063550.057870.055120.053590.0526520.154510.126230.115250.109920.106950.1051430.227000.187160.171630.164090.159880.1573040.293890.245510.226540.217300.212140.2089850.353550.300460.279510.269260.263520.2600060.404510.351270.330070.319660.313820.3102370.445500.397220.377800.368200.362810.3594980.475530.437680.422280.414620.410300.4076490.493840.472100.463130.458640.456090.45452100.500000.500000.500000.500000.500000.50000P334P334表表22拱拱轴轴截截面面纵纵坐坐标标表表表值为y1/L截面号nf/L1/21/31/41/51/61/7000000010.006160.003740.002690.002100.001720.0014720.024470.014910.010720.008380.006890.0058630.054500.033360.024030.018810.015480.0131640.095490.058830.042500.033330.027450.0233650.146450.090970.065980.051850.042760.0364160.206110.129340.094270.074270.061350.0522970.273000.173400.127110.100460.083120.0709380.345490.222550.164230.130260.108010.0922990.421780.276110.205310.163510.135890.11629100.500000.333330.250000.200000.166670.14286P335-337P335-337表表33弹弹性性中中心心横横载载内内力力计计算算系系数数表表先由P33-35表1-25表1-27、P39表1-24表1-35、P41表1-38求h/L比值（拱厚与跨径的比值）f/Lf/L1/21/3拱厚404550604550L0668866拱厚505565435050L010101061010拱厚556575395565L012121261212拱厚5560L01515拱厚6575L02020拱厚4040L0810拱厚5549L01012拱厚62L015i2/L2=（h2）/（12*L2）0.00037040.00046880.00032550.00046880.00046880.00057870.00020830.00025210.00035210.0004280.00020830.00020830.00017510.00024450.00032550.00035210.00017510.00024450.0001120.00013338.802E-050.00011720.00020830.00013330.00025210.00013890.0001424i2/L2排序0.00046880.00046880.0004280.00037040.00057870.00046880.00035210.00035210.00032550.00032550.00039390.00035210.00025210.00024450.00020830.00017510.00032550.00025210.00020830.00020830.00017510.00017510.00013890.0001333截面号n0.00011720.0001120.000075f/Lf/L1/21/3i2/L2（P335-337表值）00.000100.000200.0004000.000100,弧度1.5707963271.176005207C10.560120.558040.555980.551870.732560.72576C20.098020.097640.097250.096490.115190.11403B10.250000.17453B20.031250.01931ys0.363380.21507R0.50.54167P338-340P338-340表表441/41/4拱拱弧弧及及拱拱脚脚恒恒载载内内力力计计算算表表f/L1/21/31/41/51/61/71/4拱弧0.78539820.58800260.46364760.38050640.32175060.2782997sin0.707110.554700.447210.371390.316230.27472cos0.707110.832050.894430.928480.948680.96152x0.707110.554700.447210.371390.316230.27472y0.070490.047120.031700.022240.016280.01236P0.707110.554700.447210.371390.316230.274720.117850.066770.046580.035900.029280.02476Mp0.250.153850.100000.068970.050000.037740.020830.009260.005210.003330.002310.00170拱脚1.57079631.17600520.92729520.76101280.64350110.5565993sin1.000000.923080.800000.689660.600000.52830cos0.000000.384620.600000.724140.800000.84906x1.000000.923080.800000.689660.600000.52830y-0.63662-0.40031-0.26272-0.18210-0.13240-0.10010P1.000000.923080.800000.689660.600000.528300.333330.307690.266670.229890.200000.17610Mp0.50.426040.320000.237810.180000.139550.083330.071010.053330.039640.030000.02326P341P341表表55Z/L,H,VZ/L,H,V影影响响线线纵纵坐坐标标（弹弹性性中中心心赘赘余余力力）f/L1/201.5707963截面号n1（加载位）ab/RbCk100-1-0.136620.5-0.7853981.570796310.1570796-0.766534-0.132190.4877641-0.6296041.570796320.3141593-0.562734-0.1195190.4522542-0.4813721.570796330.4712389-0.391818-0.1003760.3969463-0.3475241.570796340.6283185-0.255042-0.0774050.3272542-0.2334751.570796350.7853982-0.151746-0.0537120.25-0.1426991.570796360.9424778-0.079465-0.0323520.1727458-0.0763951.570796371.0995574-0.034114-0.0157780.1030537-0.0333651.570796381.2566371-0.010234-0.0053170.0477458-0.0101331.570796391.4137167-0.001289-0.0007450.0122359-0.0012861.5707963101.5707963000-6.13E-171.5707963P342P342表表66拱拱顶顶M/LM/L、NN影影响响线线纵纵坐坐标标（=0=0处处内内力力M/LM/L、NN）f/L1/201.5707963（拱顶）0截面号nM/LNi2/L2=i2/L2=i2/L2=i2/L2=i2/L2=i2/L2=00.000050.000100.0002