第單元位置組合長(zhǎng)/短類型驗(yàn)算Sig_MAX(kN/m^2)Sig_ALW(kN/m^2)1I[1]頻遇26短期MX-MINOK405.519301J[2]頻遇26短期MX-MINOK604.883902I[2]頻遇26短期FX-MINOK661.953302J[3]頻遇26短期FX-MINOK565.273203I[3]頻遇26短期FX-MINOK683.1803J[4]頻遇26短期FX-MINOK562.065304I[4]頻遇26短期FX-MINOK654.351404J[5]頻遇26短期FX-MINOK387.141605I[5]頻遇26短期MX-MINOK1115.98705J[6]頻遇26短期MX-MINOK2109.93906I[6]頻遇26短期FX-MINOK2667.9806J[7]頻遇26短期FX-MINOK3221.58507I[7]頻遇26短期FX-MINOK1817.07207J[8]頻遇26短期FX-MINOK2092.26108I[8]頻遇26短期FX-MINOK2671.76708J[9]頻遇26短期FX-MINOK2501.80309I[9]頻遇26短期FX-MINOK3057.11709J[10]頻遇26短期FX-MINOK2816.619010I[10]頻遇26短期FX-MINOK3383.773010J[11]頻遇26短期FX-MINOK3131.057011I[11]頻遇26短期FX-MINOK3712.634011J[12]頻遇26短期FX-MINOK3380.209012I[12]頻遇26短期FX-MINOK4027.376012J[13]頻遇26短期FX-MINOK3279.027013I[13]頻遇26短期FX-MINOK3946.861013J[14]頻遇26短期FX-MINOK3366.892014I[14]頻遇26短期FX-MINOK4021.425014J[15]頻遇26短期FX-MINOK3536.247015I[15]頻遇26短期FX-MINOK4193.539015J[16]頻遇26短期FX-MINOK3722.859016I[16]頻遇26短期FX-MINOK4400.759016J[17]頻遇26短期FX-MINOK3898.903017I[17]頻遇26短期FX-MINOK4572.934017J[18]頻遇26短期FX-MINOK4055.546018I[18]頻遇26短期FX-MINOK4720.995018J[19]頻遇26短期FX-MINOK4233.452019I[19]頻遇26短期FX-MINOK4882.566019J[20]頻遇26短期FX-MINOK4609.636020I[20]頻遇26短期MY-MINOK4605.611020J[21]頻遇26短期MY-MINOK3669.589021I[21]頻遇26短期FY-MINOK4276.688021J[22]頻遇26短期FY-MINOK4440.146022I[22]頻遇26短期FY-MINOK3969.375022J[23]頻遇26短期FY-MINOK4924.186023I[23]頻遇26短期FY-MINOK4932.17023J[24]頻遇26短期FY-MINOK5260.097024I[24]頻遇26短期FY-MINOK4641.808024J[25]頻遇26短期FY-MINOK5242.501025I[25]頻遇26短期FY-MINOK4568.652025J[26]頻遇26短期FY-MINOK5214.474026I[26]頻遇26短期FY-MINOK4544.316026J[27]頻遇26短期FY-MINOK5219.119027I[27]頻遇26短期FY-MINOK4546.601027J[28]頻遇26短期FY-MINOK5227.637028I[28]頻遇26短期FY-MINOK4589.269028J[29]頻遇26短期FY-MINOK5060.796029I[29]頻遇26短期FY-MINOK4438.561029J[30]頻遇26短期FY-MINOK5006.592030I[30]頻遇26短期FY-MINOK4389.294030J[31]頻遇26短期FY-MINOK5182.221031I[31]頻遇26短期FY-MINOK4555.693031J[32]頻遇26短期FY-MINOK5285.94032I[32]頻遇26短期FY-MINOK4729.543032J[33]頻遇26短期FY-MINOK5406.016033I[33]頻遇26短期FY-MINOK4868.83033J[34]頻遇26短期FY-MINOK5511.109034I[34]頻遇26短期FY-MINOK4991.065034J[35]頻遇28短期FY-MAXOK5520.361035I[35]頻遇26短期FY-MINOK5054.455035J[36]頻遇26短期FY-MINOK5216.793036I[36]頻遇28短期FY-MAXOK5179.877036J[37]頻遇28短期FY-MAXOK5480.203037I[37]頻遇26短期FY-MINOK5526.633037J[38]頻遇26短期FY-MINOK4668.945038I[38]頻遇26短期FY-MINOK3721.523038J[39]頻遇26短期FY-MINOK3687.134039I[39]頻遇26短期FY-MINOK3685.817039J[40]頻遇26短期FY-MINOK3716.1490注：Sig_MAX：上述各點(diǎn)應(yīng)力中最小應(yīng)力，Sig_ALW：容許拉應(yīng)力。 第8章基礎(chǔ)的計(jì)算與驗(yàn)算（手算）8.1樁基礎(chǔ)驗(yàn)算8.1.1初始數(shù)據(jù)提取由midas軟件導(dǎo)出1#墩的的反力大小其值為：樁基礎(chǔ)采用告樁承臺(tái)基礎(chǔ)，根據(jù)施工條件，擬采用直徑d=2.0m的樁，沖抓鉆進(jìn)施工運(yùn)用《基礎(chǔ)工程》、《結(jié)構(gòu)設(shè)計(jì)原理》兩本書的內(nèi)容進(jìn)行計(jì)算。計(jì)算樁長(zhǎng)為25m，15m的粉質(zhì)粘土+10m的強(qiáng)風(fēng)華巖層。8.1.2計(jì)算1.樁的計(jì)算寬度已知：=0.9，=2.0m，9m，=3，=0.50.=2.55m0.836×0.9×（2+1）=2.26（m）2.樁的變形系數(shù)α; 樁在局部沖刷下線以下的深度為，=25m，其計(jì)算長(zhǎng)度為：故按彈性樁計(jì)算。3.樁頂剛度系數(shù)、、、數(shù)值的計(jì)算，，，故取已知：選取4。查詢《基礎(chǔ)工程》后的附表17、18、19得到：得到4.計(jì)算承臺(tái)底面原點(diǎn)O處位移（單孔活載+恒載+制動(dòng)力等）主要參考文獻(xiàn)1、葉見曙.結(jié)構(gòu)設(shè)計(jì)原理（第三版）[M].北京：人民交通出版社,2014.2、范立礎(chǔ).橋梁工程(上第2版）[M].北京：人民交通出版社,2012.3、徐岳.連續(xù)梁橋[M].北京：人民交通出版社,2012.4、公路橋涵設(shè)計(jì)通用規(guī)范（JTGD60-2015）[S