結(jié)構(gòu)力學(xué)矩陣位移法實(shí)踐報(bào)告-全文預(yù)覽
【正文】 000000 14 start 9 .000000 .000000 end 8 .000000 .000000（4） 根據(jù)得到的數(shù)據(jù)，繪制內(nèi)力圖，由于桁架只受軸力，故只畫出軸力圖如下：FN圖：3．作圖示連續(xù)梁的、圖，已知各梁截面面積A=,慣性矩I=，各桿E=104MPa。具體輸入如下：************************************************* ** A Simple Suppoted Frame ** * ************************************************3E7 16 13 9 11 2 16E2 213E52 4 2975E4 179E43 4 16E2 213E54 6 21E2 63E45 6 16E2 213E52 7 16E2 213E57 8 2975E4 179E44 8 16E2 213E58 9 21E2 63E46 9 16E2 213E57 10 16E2 213E510 11 2975E4 179E411 12 2975E4 179E48 12 16E2 213E512 13 21E2 63E49 13 16E2 213E50 00 0 0 0 0 11 012 013 031 032 033 051 052 053 047 100 0 010 100 0 011 0 0 1512 0 0 1571 3 20 2 2 26 2 4 36 4 4 36 4 2 26 7 4 36 9 4 36 (3) 運(yùn)行PF程序,：Input Data File Name: Output File Name: ************************************************ * * * A Simple Suppoted Frame * * * ************************************************ The Input Data The General Information E NM NJ NS NLC +07 16 13 9 1 The Information of Members member start end A I 1 1 2 2 2 4 3 3 4 4 4 6 5 5 6 6 2 7 7 7 8 8 4 8 9 8 9 10 6 9 11 7 10 12 10 11 13 11 12 14 8 12 15 12 13 16 9 13 The Joint Coordinates joint X Y 1 .000000 .000000 2 .000000 3 .000000 4 5 .000000 6 7 .000000 8 9 10 .000000 11 12 13 The Information of Supports IS VS 11 .000000 12 .000000 13 .000000 31 .000000 32 .000000 33 .000000 51 .000000 52 .000000 53
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