結(jié)構(gòu)力學(xué)矩陣位移法實(shí)踐報(bào)告-在線(xiàn)瀏覽
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【正文】 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 .000000 Loading Case 1 The Loadings at Joints NLJ= 4 joint FX FY FM 7 .000000 .000000 10 .000000 .000000 11 .000000 .000000 12 .000000 .000000 The Loadings at Members NLM= 7 member type VF DST 1 3 2 2 2 4 4 4
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