I have pasted the notpad file below. Thanks.
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LIFT ANALYSIS
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STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 19-Dec-13
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 4 0; 2 6 4 0; 3 0 4 -3; 4 6 4 -3; 5 2 4 0; 6 2 4 -3; 7 4 4 0; 8 4 4 -3;
9 3 9 -1.5;
MEMBER INCIDENCES
1 1 5; 2 3 6; 3 5 7; 4 6 8; 5 5 6; 6 7 2; 7 8 4; 8 7 8; 9 1 9; 10 4 9; 11 3 9;
12 2 9;
INACTIVE MEMBER 11 12
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY BRITISH
1 TO 8 TABLE ST UC203X203X52
MEMBER PROPERTY BRITISH
9 TO 12 PRIS YD 0.01
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
9 PINNED
4 FIXED BUT FY FZ MX MY MZ
1 FIXED BUT FX FY MX MY MZ
MEMBER TENSION
9 10
LOAD 1 LOADTYPE None TITLE LOAD CASE 1
JOINT LOAD
5 TO 8 FY -100
SUPPORT DISPLACEMENT LOAD
2 3 FY -0.1
PERFORM ANALYSIS PRINT STATICS CHECK
FINISH