,作者前言：,,,,,,

,此為日本修正慣用法計(jì)算表格，只需將算好的外荷載值填入表1，然后在表2中按條件填入角度值即可。要填的地方已用綠色底紋標(biāo)記。,,,,,,

,作者：潘卓夫,,,,,,

,一、外荷載數(shù)據(jù)表：,,,,,,

,,,,外荷載數(shù)據(jù)表（表1）,,,

,,,,,,,,

,荷載名稱,,,荷載強(qiáng)度,,管片壁厚中心半徑Rc,常數(shù)π

,豎向的荷載強(qiáng)度p（kPa）,p1,pw1,130,183.6,1.6125,3.141592654

,,,pe1,53.6,,,

,,p2,pw2,163.5,193.81,,

,,,pe2,20.1,,,

,,,pg,10.21,,,

,水平荷載強(qiáng)度q(kPa),q1,qw1,130.63,157.68,,

,,,qe1,27.05,,,

,,q2,qw2,162.88,202.83,,

,,,qe2,39.95,,,

,自重g1(kPa),3.25,,,,,

,地層反力kδ（kPa）,3.27,,,,,

,,,,,,,,

,二、計(jì)算函數(shù)：,,,,,,

,常用設(shè)計(jì)法的管片截面力計(jì)算公式（表2）,,,,,,

,①θ=0~45,,,,,,

,荷載,角度(弧度),彎矩,軸力,剪力,,

,豎直荷載,0.523598776,59.67358592,74.01375002,-128.1955755,,

,水平荷載,,-51.24907968,190.69425,110.0973766,,

,水平三角形荷載,,-7.337315917,19.42033584,11.21233613,,

,水平地基反力,,-0.609005803,1.614694493,0.9322443,,

,自重,,1.644553502,0.615573353,-2.813079324,,

,總和,,2.12273803,286.3586037,-8.766697785,,

,②θ=45~90,,,,,,

,荷載,角度(弧度),彎矩,軸力,剪力,,

,豎直荷載,1.570796327,-119.3471719,296.055,6.07219E-08,,

,水平荷載,,102.4981594,1.0696E-17,-5.21494E-08,,

,水平三角形荷載,,14.67463184,-9.33277E-10,4.55027343,,

,水平地基反力,,1.286429905,-6.19689E-10,-1.08148E-09,,

,自重,,-3.318506657,8.231954501,-0.873437498,,

,總和,,-4.206457415,304.2869545,3.676835939,,

,③θ=90~135,,,,,,

,荷載,角度(弧度),彎矩,軸力,剪力,,

,豎直荷載,1.745329252,-112.1496567,287.1278494,50.62838683,,

,水平荷載,,96.31676399,7.666846986,-43.48084987,,

,水平三角形荷載,,15.01252923,0.402816927,-2.284488311,,

,水平地基反力,,1.168732297,0.535282935,0.790996221,,

,自重,,-3.349546927,8.913005461,0.684691663,,

,總和,,-3.001178106,304.6458017,6.338736537,,

,④θ=135~180,,,,,,

,荷載,角度(弧度),彎矩,軸力,剪力,,

,豎直荷載,2.792526804,91.42523787,34.63185613,95.15024281,,

,水平荷載,,-78.51814547,224.5163471,-81.71726735,,

,水平三角形荷載,,-12.46430617,42.97079395,-15.64008992,,

,水平地基反力,,-0.830485398,1.752046179,0.6376926