【正文】 NLJ= 1 joint FX FY FM 3 .000000 The Loadings at Members NLM= 4 member type VF DST 1 4 2 4 3 4 4 4 The Results of Calculation The Joint Displacements joint u v rotation 1 +00 2 +00 3 +00 4 +00 5 +00 The Terminal Forces member FN FS M 1 start 1 .000000 end 2 .000000 2 start 2 .000000 end 3 .000000 3 start 3 .000000 end 4 .000000 4 start 4 .000000 end 5 .000000 .000000（4） 根據(jù)得到的數(shù)據(jù)，繪制內力圖，梁在水平方向未受力，輸出數(shù)據(jù)中FN值均為0，故不必畫出軸力圖。具體輸入如下：******************************************************************** ** A Frame with Hinges ** ********************************************************************2E8 14 9 4 11 2 24E4 1E181 3 24E4 1E18 2 3 24E4 1E182 4 24E4 1E183 4 24E4 1E183 5 24E4 1E184 5 24E4 1E185 6 24E4 1E185 7 24E4 1E187 6 24E4 1E186 8 24E4 1E187 8 24E4 1E187 9 24E4 1E189 8 24E4 1E180 00 62 32 64 66 66 38 68 011 012 091 092 052 0 50 04 0 50 05 0 50 06 0 50 08 10 50 00（3） 運行PF程序,：Input Data File Name: Output File Name: ******************************************************************* * * * A Frame with Hinges * * * ******************************************************************* The Input Data The General Information E NM NJ NS NLC +08 14 9 4 1 The Information of Members member start end A I 1 1 2 2 1 3 3 2 3 4 2 4 5 3 4 6 3 5 7 4 5 8 5 6 9 5 7 10 7 6 11 6 8