超靜定連續(xù)梁影響線任務(wù)書(shū)

1、超靜定連續(xù)梁影響線及內(nèi)力包絡(luò)圖任務(wù)書(shū)一、任務(wù)1、求解超靜定連續(xù)梁影響線以及在均布活荷載作用下的最不利布置和內(nèi)力包絡(luò)圖。2、計(jì)算方法： （1）用力法求作連續(xù)梁支點(diǎn)彎矩影響線。 （2）用撓度法繪制連續(xù)梁支點(diǎn)彎矩影響線。二、計(jì)算書(shū)的要求1、用力法計(jì)算求得支點(diǎn)彎矩、的影響線；2、用撓度法計(jì)算求得支點(diǎn)彎矩、的影響線；3、求第二跨內(nèi)截面K的彎矩，剪力影響線及支座1的反力影響線；4、在求影響線的基礎(chǔ)上，進(jìn)行均布移動(dòng)荷載的最不利布置；5、連續(xù)梁承受均布活荷載及恒載時(shí)，繪出彎矩、剪力包絡(luò)圖。6、計(jì)算書(shū)要求步驟清晰，繪圖準(zhǔn)確，電子文檔，A4打印紙輸出，正文：宋體，小四字，單倍行距；頁(yè)面設(shè)置：頁(yè)邊距上下2.6cm、

2、左右2.8cm。三、題目具體數(shù)據(jù)見(jiàn)下表：?jiǎn)挝唬簃注：1、按成績(jī)記載單上的順序來(lái)選擇對(duì)應(yīng)的題目，如果有異，請(qǐng)從最后選擇或者由班長(zhǎng)協(xié)助選擇題目。道橋一班表1：序號(hào)L1L2L3X1121215X=0.15L12121518X=0.35L13121821X=0.50L14151215X=0.15L25151518X=0.35L26151821X=0.50L27181215X=0.15L38181518X=0.35L39181821X=0.50L310121221X=0.2L111121515X=0.4L112121818X=0.6L113121224X=0.2L214151515X=0.4L21515

3、1818X=0.6L216151221X=0.2L317181515X=0.4L318181818X=0.6L319181221X=0.25L120121512X=0.45L121121821X=0.7L122121218X=0.25L223151518X=0.45L224151824X=0.7L225151212X=0.25L326181524X=0.45L327181815X=0.7L328181221X=0.55L129121524X=0.55L230121815X=0.55L331121518X=0.75L3道橋二班表2：序號(hào)L1L2L3X1152118X=0.15L12152415X

4、=0.35L13152712X=0.50L14182118X=0.15L25182415X=0.35L26182712X=0.50L27212118X=0.15L38212415X=0.35L39212712X=0.50L310152718X=0.2L111152415X=0.4L112152112X=0.6L113182718X=0.2L214182415X=0.4L215182112X=0.6L216212718X=0.2L317212415X=0.4L318212112X=0.6L319152418X=0.25L120152715X=0.45L121152112X=0.7L1221824

5、18X=0.25L223182715X=0.45L224182112X=0.7L225212418X=0.25L326212715X=0.45L327212112X=0.7L328152112X=0.65L129152418X=0.65L230152715X=0.65L331182118X=0.55L3道橋三班表3：序號(hào)L1L2L3X1161614X=0.15L12161816X=0.35L13162018X=0.50L14161614X=0.15L25161816X=0.35L26162018X=0.50L27161614X=0.15L38161816X=0.35L39162018X=0.50L310161614X=0.2L111161816X=0.4L112162018X=0.6L113181814X=0.2L214182016X=0.4L215182218X=0.6L216181814X=0.2L317182016X=0.4L318182218X=0.6L319181814X=0.25L120182016X=0.45L121182218X=0.7L122201814X=0.25L223202016X=0.45L224202218X=0.7L225201814X=0.25L3262