【正文】 9 單元編號(hào): 9 MW = 10 11 12 13 14 15 單元?jiǎng)偠染仃嚕簡(jiǎn)卧?hào) 1 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 單元?jiǎng)偠染仃嚕簡(jiǎn)卧?hào) 2 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 單元?jiǎng)偠染仃嚕簡(jiǎn)卧?hào) 3 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 單元?jiǎng)偠染仃嚕簡(jiǎn)卧?hào) 4 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 單元?jiǎng)偠染仃嚕簡(jiǎn)卧?hào) 5 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 單元?jiǎng)偠染仃嚕簡(jiǎn)卧?hào) 6 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 單元?jiǎng)偠染仃嚕簡(jiǎn)卧?hào) 7 單元?jiǎng)偠染仃嚕簡(jiǎn)卧?hào) 8 單元?jiǎng)偠染仃嚕簡(jiǎn)卧?hào) 9 結(jié)構(gòu)剛度矩陣： .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 四、 實(shí)驗(yàn)分析：1．有2．木有五、 實(shí)驗(yàn)日期：二〇一二年六月二十三日星期六實(shí)驗(yàn)三: 形成載荷列陣的程序設(shè)計(jì)一、 圖示結(jié)構(gòu)豎桿的EA=468000KN,EI=14040KNm2,其余桿件EA=390000KN,EI=8125KNm2?！队?jì)算結(jié)構(gòu)力學(xué)》計(jì)算報(bào)告姓名: 吳亮亮 學(xué)號(hào): 09290010402 班級(jí): 09城建土木四班指導(dǎo): 蘇少卿老師安徽建筑工業(yè)學(xué)院土木工程學(xué)院實(shí)驗(yàn)一: 形成單元定位向量的程序設(shè)計(jì)一、 求圖示結(jié)構(gòu)各單元的單元定位向量。求結(jié)構(gòu)的總載荷向量。求結(jié)構(gòu)的總