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1、某预应力混凝土箱梁桥ANSYS局部应力分析/PREP7!!!一、建模!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!预应力筋!!!横梁筋!!!NY1K,601,30,-94.4835,-1298.9K,602,30,-72.71081,-1147.254K,603,30,-50.936775,-995.585K,604,30,-45.301,-945K,605,30,-42.90853,-893
2、.902K,606,30,-29.5,0K,607,30,-38.99014,632.676K,608,30,-42.815,700K,609,30,-52.24812,766.208K,610,30,-67.75,850*DO,I,601,609L,I,I+1*ENDDO!!NY1第二根的坐标KGEN,2,601,610,1,40,0,0,20*DO,I,621,629L,I,I+1*ENDDO!!!NY2K,651,10,-94.4835,1298.9K,652,10,-72.71081,114
3、7.254K,653,10,-50.936775,995.585K,654,10,-45.301,945K,655,10,-42.90853,893.902K,656,10,-29.5,0K,657,10,-38.99014,-632.676K,658,10,-42.815,-700K,659,10,-52.24812,-766.208K,660,10,-67.75,-850*DO,I,651,659L,I,I+1*ENDDO!!NY1第二根的坐标KGEN,2,651,660,1,40,0,0,20
4、*DO,I,671,679L,I,I+1*ENDDO!!!NY3K,701,30,-152.2335,-1148.9K,702,30,-117.77543,-926.962K,703,30,-83.317,-705K,704,30,-76.705,-650K,705,30,-73.915205,-594.347K,706,30,-71.29499,-419.666K,707,30,-73.286,-350K,708,30,-81.258015,-281.201K,709,30,-91.26945,-
5、218.63K,710,30,-99.248,-150K,711,30,-101.207575,-80.505K,712,30,-100,0K,713,30,-101.207575,80.505K,714,30,-99.248,150K,715,30,-91.26945,218.63K,716,30,-81.258015,281.201K,717,30,-73.286,350K,718,30,-71.29499,419.666K,719,30,-72.571735,503.849K,720,30,-
6、79.835,600K,721,30,-98.21902,693.068K,722,30,-144.476925,870.995K,723,30,-190.7335,1048.9*DO,I,701,722L,I,I+1*ENDDO!!NY1第二根的坐标KGEN,2,701,723,1,40,0,0,50*DO,I,751,772L,I,I+1*ENDDO!!!NY4K,801,10,-152.2335,1148.9K,802,10,-117.77543,926.962K,803,10,-83.317
7、,705K,804,10,-76.705,650K,805,10,-73.915205,594.347K,806,10,-71.29499,419.666K,807,10,-73.286,350K,808,10,-81.258015,281.201K,809,10,-91.26945,218.63K,810,10,-99.248,150K,811,10,-101.207575,80.505K,812,10,-100,0K,813,10,-101.207575,-80.505K,814,10,-99.
8、248,-150K,815,10,-91.26945,-218.63K,816,10,-81.258015,-281.201K,817,10,-73.286,-350K,818,10,-71.29499,-419.666K,819,10,-72.571735,-503.849K,820,10,-79.835,-600K,821,10,-98.21902,-693.068K,822,10,-144.476925,-870.995K,823,10,-190.7335,-1
