Hi
Plz check my staad file and plz suggest correction and modifications
STAAD SPACE FRAME
START JOB INFORMATION
ENGINEER DATE 19-Jul-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 0 1.1; 3 0 0 2.2; 4 0 -0.6 2.2; 6 0 -0.3 1.1; 7 0.942 0 0;
8 0.942 0 1.1; 9 0.942 0 2.2; 10 0.942 -0.6 2.2; 11 0.942 -0.3 1.1;
12 1.884 0 0; 13 1.884 0 1.1; 14 1.884 0 2.2; 15 1.884 -0.6 2.2;
16 1.884 -0.3 1.1; 17 2.826 0 0; 18 2.826 0 1.1; 19 2.826 0 2.2;
20 2.826 -0.6 2.2; 21 2.826 -0.3 1.1; 22 3.768 0 0; 23 3.768 0 1.1;
24 3.768 0 2.2; 25 3.768 -0.6 2.2; 26 3.768 -0.3 1.1; 27 4.71 0 0;
28 4.71 0 1.1; 29 4.71 0 2.2; 30 4.71 -0.6 2.2; 31 4.71 -0.3 1.1; 32 5.652 0 0;
33 5.652 0 1.1; 34 5.652 0 2.2; 35 5.652 -0.6 2.2; 36 5.652 -0.3 1.1;
37 6.594 0 0; 38 6.594 0 1.1; 39 6.594 0 2.2; 40 6.594 -0.6 2.2;
41 6.594 -0.3 1.1; 42 7.536 0 0; 43 7.536 0 1.1; 44 7.536 0 2.2;
45 7.536 -0.6 2.2; 46 7.536 -0.3 1.1; 47 8.478 0 0; 48 8.478 0 1.1;
49 8.478 0 2.2; 50 8.478 -0.6 2.2; 51 8.478 -0.3 1.1;
MEMBER INCIDENCES
1 1 2; 2 2 3; 4 1 6; 6 6 4; 7 7 8; 8 8 9; 9 7 11; 11 11 10; 12 1 7; 13 2 8;
14 6 11; 15 12 13; 16 13 14; 17 12 16; 18 16 15; 19 7 12; 20 8 13; 21 11 16;
22 17 18; 23 18 19; 24 17 21; 25 21 20; 26 12 17; 27 13 18; 28 16 21; 29 22 23;
30 23 24; 31 22 26; 32 26 25; 33 17 22; 34 18 23; 35 21 26; 36 27 28; 37 28 29;
38 27 31; 39 31 30; 40 22 27; 41 23 28; 42 26 31; 43 32 33; 44 33 34; 45 32 36;
46 36 35; 47 27 32; 48 28 33; 49 31 36; 50 37 38; 51 38 39; 52 37 41; 53 41 40;
54 32 37; 55 33 38; 56 36 41; 57 42 43; 58 43 44; 59 42 46; 60 46 45; 61 37 42;
62 38 43; 63 41 46; 64 47 48; 65 48 49; 66 47 51; 67 51 50; 68 42 47; 69 43 48;
70 46 51; 71 3 9; 72 9 14; 73 14 19; 74 19 24; 75 24 29; 76 29 34; 77 34 39;
78 39 44; 79 44 49; 80 4 10; 81 10 15; 82 15 20; 83 20 25; 84 25 30; 85 30 35;
86 35 40; 87 40 45; 88 45 50; 89 2 6; 90 8 11; 91 13 16; 92 18 21; 93 23 26;
94 28 31; 95 33 36; 96 38 41; 97 43 46; 98 48 51; 99 3 4; 100 9 10; 101 14 15;
102 19 20; 103 24 25; 104 29 30; 105 34 35; 106 39 40; 107 44 45; 108 49 50;
DEFINE MATERIAL START
ISOTROPIC MATERIAL1
E 2.05e+008
POISSON 0.3
DENSITY 77
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 2 4 6 TO 9 11 15 TO 18 22 TO 25 29 TO 32 36 TO 39 43 TO 46 50 TO 53 -
57 TO 60 64 TO 67 TABLE ST UC203X203X46
MEMBER PROPERTY EUROPEAN
12 TO 14 19 TO 21 26 TO 28 33 TO 35 40 TO 42 47 TO 49 54 TO 56 61 TO 63 68 -
69 TO 108 TABLE ST 200X100X10RHS
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
3 4 9 10 14 15 19 20 24 25 29 30 34 35 39 40 44 45 49 50 FIXED
MEMBER RELEASE
12 TO 14 19 TO 21 26 TO 28 33 TO 35 40 TO 42 47 TO 49 54 TO 56 61 TO 63 68 -
69 TO 88 START MZ
12 TO 14 19 TO 21 26 TO 28 33 TO 35 40 TO 42 47 TO 49 54 TO 56 61 TO 63 68 -
69 TO 88 END MZ
LOAD 1 LOADTYPE None TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
50 51 57 58 64 65 UNI GY 0.19
1 2 7 8 15 16 22 23 29 30 36 37 43 44 UNI GY -3.8
LOAD 2 LOADTYPE None TITLE LL
MEMBER LOAD
1 2 7 8 15 16 22 23 29 30 36 37 43 44 50 51 57 58 64 65 UNI GY -0.6
1 2 7 8 15 16 22 23 29 30 36 37 43 44 UNI GY -4.71
LOAD 3 LOADTYPE None TITLE CL
MEMBER LOAD
1 2 7 8 15 16 22 23 29 30 36 37 43 44 50 51 57 58 64 65 UNI GY -0.2
LOAD 4 LOADTYPE None TITLE WL LEFT
MEMBER LOAD
1 2 7 8 15 16 22 23 29 30 36 37 43 44 50 51 57 58 64 65 UNI GY -1.9
LOAD 5 LOADTYPE None TITLE WL RIGHT
MEMBER LOAD
1 2 7 8 15 16 22 23 29 30 36 37 43 44 50 51 57 58 64 65 UNI GY 1.9
LOAD COMB 100 1.4DL
1 1.4
LOAD COMB 101 1.2DL + 0.5LL + 1.2CL
1 1.2 2 0.5 3 1.2
LOAD COMB 102 1.2DL + 1.6LL + 1.2CL
1 1.2 2 1.6 3 1.2
LOAD COMB 103 1.2DL + 1.6LL + 0.8WL LEFT
1 1.2 2 1.6 4 0.8
LOAD COMB 104 1.2DL + 1.6LL + 0.8WL RIGHT
1 1.2 2 1.6 5 0.8
LOAD COMB 105 1.2DL + 0.5LL + 1.6WL LEFT
1 1.2 2 0.5 4 1.6
LOAD COMB 106 1.2DL + 0.5LL + 1.6WL RIGHT
1 1.2 2 0.5 5 1.6
LOAD COMB 107 0.9DL + 1.6WL LEFT
1 0.9 4 1.6
LOAD COMB 108 0.9DL + 1.6WL RIGHT
1 0.9 5 1.6
LOAD COMB 200 DL + CL + LL
1 1.0 2 1.0 3 1.0
LOAD COMB 201 DL + 0.75WL LEFT
1 1.0 4 0.75
LOAD COMB 202 DL + 0.75WL RIGHT
1 1.0 5 0.75
PERFORM ANALYSIS
LOAD LIST 100 TO 108
PARAMETER 1
CODE AISC UNIFIED 2005
METHOD LRFD
FYLD 345000 ALL
CHECK CODE ALL
STEEL TAKE OFF ALL
FINISH