Heyy everyone!! I'm very new to STAAD. for days I've been trying to solve this issue. I want ot be able to view the maximum and minimum axial loads in the columns but i'm unable to do so. I was only able to view the max and min displacement. so I set the columns to be truss, now i'm getting errors and I still unable to view the axial loads. please hlp me:
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0.215 0; 2 0 3 0; 3 0 6.21 0; 4 6.3 0.215 0; 5 6.3 3 0; 6 6.3 6.21 0;
7 12.6 0.215 0; 8 12.6 3 0; 9 12.6 6.21 0; 10 12.6 3 -2.65; 11 6.3 3 -2.65;
13 12.6 3 -5.3; 14 12.6 0.215 -5.3; 15 6.3 0.215 -5.3; 16 6.3 3 -5.3;
17 0 3 -5.3; 18 0 0.215 -5.3; 19 0 3 -10.6; 20 0 0.215 -10.6; 21 0 6.21 -10.6;
22 6.3 0.215 -10.6; 23 6.3 3 -10.6; 24 6.3 6.21 -10.6; 25 12.6 0.215 -10.6;
26 12.6 3 -10.6; 27 12.6 6.21 -10.6; 28 12.6 3 -7.95; 29 6.3 3 -7.95;
30 0 9.097 -5.3; 31 6.3 9.097 -5.3; 32 12.6 9.097 -5.3;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 2 5; 4 4 5; 5 5 6; 6 3 6; 7 5 8; 8 7 8; 9 8 9; 10 6 9; 11 8 10;
12 11 10; 13 5 11; 14 11 16; 15 15 16; 16 16 13; 17 14 13; 18 10 13; 19 13 28;
20 29 28; 21 16 29; 22 29 23; 23 22 23; 24 23 26; 25 28 26; 26 25 26; 27 26 27;
28 24 27; 29 23 24; 30 21 24; 31 19 21; 32 19 23; 33 20 19; 34 17 19; 35 18 17;
36 2 17; 37 17 16; 38 21 30; 39 3 30; 40 6 31; 41 24 31; 42 9 32; 43 27 32;
MEMBER PROPERTY AMERICAN
2 5 9 27 29 31 TABLE ST W8X21
38 TO 43 TABLE ST W6X15
6 10 28 30 TABLE ST W10X12
1 4 8 15 17 23 26 33 35 PRIS YD 0.3 ZD 0.3
3 7 11 TO 14 16 18 TO 22 24 25 32 34 36 37 PRIS YD 0.425 ZD 0.3
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
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL MEMB 2 5 6 9 10 27 TO 31 38 TO 43
MATERIAL CONCRETE MEMB 1 3 4 7 8 11 TO 26 32 TO 37
SUPPORTS
1 4 7 14 15 18 20 22 25 FIXED
MEMBER COMPRESSION
1 4 8 15 17 23 26 33 35
MEMBER RELEASE
2 5 9 27 29 31 START MZ
MEMBER OFFSET
2 5 9 27 29 31 START 0 0.2125 0
DEFINE IMPERFECTION
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
38 39 42 43 UNI Y -1.5
40 41 UNI Y -3
FLOOR LOAD
YRANGE 0 8 FLOAD -2 XRANGE 0 6.3 GY
YRANGE 0 8 FLOAD -3.125 XRANGE 0 6.3 GY
MEMBER LOAD
7 24 UNI GY -2.5
12 16 20 UNI GY -5
7 24 UNI GY -3.125
12 16 20 UNI GY -7.812
LOAD 2 LOADTYPE Live TITLE LL
FLOOR LOAD
YRANGE 0 8 FLOAD -1.8 XRANGE 0 6.3 GY
MEMBER LOAD
7 24 UNI GY -2.25
12 16 20 UNI GY -4.5
LOAD 3 LOADTYPE None TITLE E
JOINT LOAD
2 5 8 FZ -15
3 6 9 FZ -25
LOAD COMB 4 DL + LL
1 1.2 2 1.6
LOAD COMB 5 DL + E
1 0.9 3 1.25
LOAD COMB 6 DL + LL + E
1 1.28 2 0.5 3 1.25
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE ACI
CLS 0.04 MEMB 1 3 4 7 8 11 TO 26 32 TO 37
FC 30000 MEMB 1 3 4 7 8 11 TO 26 32 TO 37
FYMAIN 420000 MEMB 1 3 4 7 8 11 TO 26 32 TO 37 40
FYSEC 4.2e+006 MEMB 1 3 4 7 8 11 TO 26 32 TO 37
MAXMAIN 20 MEMB 1 3 4 7 8 11 TO 26 32 TO 37
REINF 0 MEMB 1 3 4 7 8 11 TO 26 32 TO 37
DESIGN BEAM 3 7 11 TO 14 16 18 TO 22 24 25 32 34 36 37
DESIGN COLUMN 1 4 8 15 17 23 26 33 35
MINMAIN 12 MEMB 1 3 4 7 8 11 TO 26 32 TO 37
END CONCRETE DESIGN
FINISH