STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 19-May-09
END JOB INFORMATION
INPUT WIDTH 79
UNIT MMS KN
JOINT COORDINATES
1 0 0 2000; 2 0 0 -2000; 3 0 15000 0; 4 13000 15000 0; 5 13000 0 2000;
6 13000 0 -2000; 7 -13000 0 2000; 8 -13000 0 -2000; 9 -13000 15000 0;
10 -17000 0 0; 11 17000 0 0;
MEMBER INCIDENCES
1 8 9; 2 7 9; 3 10 9; 4 9 3; 5 3 4; 6 4 6; 7 4 5; 8 4 11; 9 3 1; 10 3 2;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 205
POISSON 0.3
DENSITY 7.68195e-008
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 10 TABLE ST PIPX100
SUPPORTS
1 2 5 TO 8 10 11 FIXED
DEFINE REFERENCE LOADS
END DEFINE REFERENCE LOADS
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1
SELFWEIGHT Y -1 LIST 1 TO 10
FINISH

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 19-May-09
END JOB INFORMATION
INPUT WIDTH 79
UNIT MMS KN
JOINT COORDINATES
1 0 0 2000; 2 0 0 -2000; 3 0 15000 0; 4 13000 15000 0; 5 13000 0 2000;
6 13000 0 -2000; 7 -13000 0 2000; 8 -13000 0 -2000; 9 -13000 15000 0;
10 -17000 0 0; 11 17000 0 0;
MEMBER INCIDENCES
1 8 9; 2 7 9; 3 10 9; 4 9 3; 5 3 4; 6 4 6; 7 4 5; 8 4 11; 9 3 1; 10 3 2;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 205
POISSON 0.3
DENSITY 7.68195e-008
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL ALL
MEMBER PROPERTY AMERICAN
1 TO 10 TABLE ST PIPX100
SUPPORTS
1 2 5 TO 8 10 11 FIXED
*DEFINE REFERENCE LOADS
*END DEFINE REFERENCE LOADS
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1
SELFWEIGHT Y -1 LIST 1 TO 10
perf ana
pri all
FINISH

楼主，我把你们两个人的模型都进行了计算，问题没有解决，我也是初学，是问题没解决，还是我不会用程序，请不吝赐教

这是我修改过后的模型，但没有计算地震，楼主你教教我，怎么计算抗震
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 19-May-09
END JOB INFORMATION
INPUT WIDTH 79
UNIT MMS KN
JOINT COORDINATES
1 0 0 2000; 2 0 0 -2000; 3 0 15000 0; 4 13000 15000 0; 5 13000 0 2000;
6 13000 0 -2000; 7 -13000 0 2000; 8 -13000 0 -2000; 9 -13000 15000 0;
10 -17000 0 0; 11 17000 0 0;
MEMBER INCIDENCES
1 8 9; 2 7 9; 3 10 9; 4 9 3; 5 3 4; 6 4 6; 7 4 5; 8 4 11; 9 3 1; 10 3 2;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 205
POISSON 0.3
DENSITY 7.68195e-008
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL ALL
MEMBER PROPERTY AMERICAN
1 TO 10 TABLE ST PIPX100
SUPPORTS
1 2 5 TO 8 10 11 FIXED
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 3 RWZ 3 STYP 1 NA 0.5 NV 0.5
SELFWEIGHT
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
4 5 CON GZ 25 0 0
5 CON GZ 25 13000 0
LOAD COMB 2 GENERATED ACI TABLE1 1
1 1.4
LOAD COMB 3 GENERATED ACI TABLE1 2
1 1.2
LOAD COMB 4 GENERATED ACI TABLE1 3
1 0.9
PERFORM ANALYSIS
PRINT ALL
FINISH

*楼主错误在于1.没赋予材料2.参考荷载两行多余
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 19-May-09
END JOB INFORMATION
INPUT WIDTH 79
UNIT MMS KN
JOINT COORDINATES
1 0 0 2000; 2 0 0 -2000; 3 0 15000 0; 4 13000 15000 0; 5 13000 0 2000;
6 13000 0 -2000; 7 -13000 0 2000; 8 -13000 0 -2000; 9 -13000 15000 0;
10 -17000 0 0; 11 17000 0 0;
MEMBER INCIDENCES
1 8 9; 2 7 9; 3 10 9; 4 9 3; 5 3 4; 6 4 6; 7 4 5; 8 4 11; 9 3 1; 10 3 2;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 205
POISSON 0.3
DENSITY 7.68195e-008
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL ALL
MEMBER PROPERTY AMERICAN
1 TO 10 TABLE ST PIPX100
SUPPORTS
1 2 5 TO 8 10 11 FIXED
*DEFINE REFERENCE LOADS
*END DEFINE REFERENCE LOADS
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1
SELFWEIGHT Y -1 LIST 1 TO 10
FINISH