STAAD - All beam fail and utilization ratio inf

I am modelling an industrial pipe rack and I get that all beams are failed and inf for utilization ratio. Below is the script. Can I get assistance? Maybe it's a member release issue?

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 04-Apr-23
END JOB INFORMATION
INPUT WIDTH 79
SET NL 80
SET ITERLIM 80
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 10 0 0; 3 0 8.89583 0; 4 0 14 0; 5 0 26 0; 6 0 32 0; 7 10 8.89583 0;
8 10 14 0; 9 10 26 0; 10 10 32 0; 11 0 0 60; 12 0 8.89583 60; 13 0 14 60;
16 10 0 60; 17 10 8.89583 60; 18 10 14 60; 21 10 26 60; 22 0 26 60;
23 10 32 60; 24 0 32 60; 25 10 26 6; 26 10 26 12; 27 10 26 18; 28 10 26 24;
29 10 26 30; 30 10 26 36; 31 10 26 42; 32 10 26 48; 33 10 26 54; 34 10 32 6;
35 10 32 12; 36 10 32 18; 37 10 32 24; 38 10 32 30; 39 10 32 36; 40 10 32 42;
41 10 32 48; 42 10 32 54; 43 0 32 6; 44 0 32 12; 45 0 32 18; 46 0 32 24;
47 0 32 30; 48 0 32 36; 49 0 32 42; 50 0 32 48; 51 0 32 54; 52 0 26 6;
53 0 26 12; 54 0 26 18; 55 0 26 24; 56 0 26 30; 57 0 26 36; 58 0 26 42;
59 0 26 48; 60 0 26 54;
MEMBER INCIDENCES
1 1 3; 2 3 4; 3 4 5; 4 5 6; 5 2 7; 6 7 8; 7 8 9; 8 9 10; 9 6 10; 10 5 9;
11 4 8; 12 3 7; 13 3 8; 14 7 4; 15 4 9; 16 8 5; 19 2 3; 20 11 12; 21 12 13;
22 13 22; 23 22 24; 24 16 17; 25 17 18; 26 18 21; 27 21 23; 28 24 23; 29 22 21;
30 13 18; 31 12 17; 32 12 18; 33 17 13; 34 13 21; 35 18 22; 38 16 12; 39 10 34;
40 6 43; 41 9 25; 42 5 52; 43 25 26; 44 26 27; 45 27 28; 46 28 29; 47 29 30;
48 30 31; 49 31 32; 50 32 33; 51 33 21; 52 34 35; 53 35 36; 54 36 37; 55 37 38;
56 38 39; 57 39 40; 58 40 41; 59 41 42; 60 42 23; 61 43 44; 62 44 45; 63 45 46;
64 46 47; 65 47 48; 66 48 49; 67 49 50; 68 50 51; 69 51 24; 70 52 53; 71 53 54;
72 54 55; 73 55 56; 74 56 57; 75 57 58; 76 58 59; 77 59 60; 78 60 22; 79 6 35;
80 10 44; 81 44 37; 82 35 46; 83 46 39; 84 37 48; 85 48 41; 86 39 50; 87 50 23;
88 41 24; 89 5 26; 90 9 53; 91 53 28; 92 26 55; 93 55 30; 94 28 57; 95 57 32;
96 30 59; 97 59 21; 98 32 22; 99 34 25; 100 35 26; 101 36 27; 102 37 28;
103 29 38; 104 30 39; 105 31 40; 106 32 41; 107 33 42; 108 60 51; 109 59 50;
110 58 49; 111 57 48; 112 56 47; 113 55 46; 114 54 45; 115 53 44; 116 52 43;
117 10 25; 118 34 26; 119 35 27; 120 36 28; 121 37 29; 122 38 30; 123 39 31;
124 40 32; 125 41 33; 126 42 21; 127 6 52; 128 43 53; 129 44 54; 130 45 55;
131 46 56; 132 47 57; 133 48 58; 134 49 59; 135 50 60; 136 51 22; 137 59 32;
138 50 41; 139 39 48; 140 30 57; 141 37 46; 142 28 55; 143 35 44; 144 26 53;
INACTIVE MEMBER 14 16 19 33 35 38
INACTIVE MEMBER 13 15 32 34
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 8 20 TO 27 TABLE ST W8X31
9 TO 12 28 TO 31 79 TO 98 137 TO 144 TABLE ST W8X18
13 TO 16 32 TO 35 TABLE ST L30205
19 38 TABLE ST W6X16
39 TO 78 TABLE ST W6X20
99 TO 116 TABLE ST L40405
117 TO 136 TABLE ST L20204
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 2 11 16 FIXED
MEMBER RELEASE
9 TO 11 13 TO 16 19 28 TO 30 32 TO 35 38 TO 107 109 TO 143 -
144 START MPY 0.99 MPZ 0.99
9 TO 11 13 TO 16 19 28 TO 30 32 TO 35 38 TO 99 101 TO 144 END MPY 0.99 MPZ 0.99
12 31 START MPY 0.99 MPZ 0.99
12 31 END MPY 0.99 MPZ 0.99
***********************************************
*AISC SECTION PROPERTIES
*CONCRETE MEMBER PROPERTIES
***********************************************
*MEMBER BETA ANGLES
***********************************************
*ASSIGN MATERIALS TO MEMBERS
***********************************************
*IF MODEL CONTAINS X BRACING, ANALYZE MEMBERS -
*-TENSION ONLY MEMBERS (REPEAT LOADS REQUIRED)
*TENSION ONLY COMMAND REMAINS, EVEN AFTER CHANGE COMMAND
*DYNAMIC ANALYSIS WILL NOT WORK WITH COMMAND ACTIVE
***********************************************
*SEISMIC DESIGN PARAMATERS FOR SITE DEFINITIONS:
*SS =
*S1 =
*I =
*RX =
*RY =
*SCLASS =
*CT =
*PX =
*PY =
*TL =
***********************************************
***********************************************
LOAD 1 LOADTYPE Dead TITLE DE OPERATING
SELFWEIGHT Y -1
***********************************************
LOAD 2 LOADTYPE Dead TITLE DE EMPTY WEIGHT
SELFWEIGHT Y -1
***********************************************
LOAD 3 LOADTYPE Live TITLE LIVE LOAD
MEMBER LOAD
9 10 28 29 137 TO 144 UNI GY -0.6
***********************************************
PERFORM ANALYSIS
CHANGE
INACTIVE MEMBER 14 16 19 33 35 38 79 81 83 85 87 89 91 93 95 97
LOAD 4 LOADTYPE Wind TITLE W(+X) WIND
JOINT LOAD
3 12 FX 1.34
4 13 FX 1.631
5 22 53 55 57 59 FX 1.951
6 24 44 46 48 50 FX 0.65
***********************************************
PERFORM ANALYSIS
CHANGE
INACTIVE MEMBER 13 15 32 34 80 82 84 86 88 90 92 94 96 98
LOAD 5 LOADTYPE Wind TITLE W(-X) WIND
JOINT LOAD
7 17 FX -1.34
8 18 FX -1.631
9 21 26 28 30 32 FX -1.951
10 23 35 37 39 41 FX -0.65
***********************************************
PERFORM ANALYSIS
CHANGE
LOAD 6 LOADTYPE Wind TITLE W(+Z) WIND
***********************************************
LOAD 7 LOADTYPE Wind TITLE W(-Z) WIND
*********ASD LOAD CASES PER ASCE 7-10**************************
PERFORM ANALYSIS PRINT STATICS CHECK
CHANGE
LOAD 8 GENERATED SDO PRS ASCE 7-10 ASD 1
REPEAT LOAD
1 1.0 3 1.0
LOAD 9 GENERATED SDO PRS ASCE 7-10 ASD 2
REPEAT LOAD
2 1.0 3 1.0
LOAD 10 GENERATED SDO PRS ASCE 7-10 ASD 3
REPEAT LOAD
1 1.0 4 0.6
LOAD 11 GENERATED SDO PRS ASCE 7-10 ASD 4
REPEAT LOAD
2 1.0 4 0.6
LOAD 12 GENERATED SDO PRS ASCE 7-10 ASD 5
REPEAT LOAD
1 1.0 5 0.6
LOAD 13 GENERATED SDO PRS ASCE 7-10 ASD 6
REPEAT LOAD
2 1.0 5 0.6
LOAD 14 GENERATED SDO PRS ASCE 7-10 ASD 7
REPEAT LOAD
1 1.0 6 0.6
LOAD 15 GENERATED SDO PRS ASCE 7-10 ASD 8
REPEAT LOAD
2 1.0 6 0.6
LOAD 16 GENERATED SDO PRS ASCE 7-10 ASD 9
REPEAT LOAD
1 1.0 7 0.6
LOAD 17 GENERATED SDO PRS ASCE 7-10 ASD 10
REPEAT LOAD
2 1.0 7 0.6
LOAD 18 GENERATED SDO PRS ASCE 7-10 ASD 11
REPEAT LOAD
1 1.0 3 0.75 4 0.45
LOAD 19 GENERATED SDO PRS ASCE 7-10 ASD 12
REPEAT LOAD
2 1.0 3 0.75 4 0.45
LOAD 20 GENERATED SDO PRS ASCE 7-10 ASD 13
REPEAT LOAD
1 1.0 3 0.75 5 0.45
LOAD 21 GENERATED SDO PRS ASCE 7-10 ASD 14
REPEAT LOAD
2 1.0 3 0.75 5 0.45
LOAD 22 GENERATED SDO PRS ASCE 7-10 ASD 15
REPEAT LOAD
1 1.0 3 0.75 6 0.45
LOAD 23 GENERATED SDO PRS ASCE 7-10 ASD 16
REPEAT LOAD
2 1.0 3 0.75 6 0.45
LOAD 24 GENERATED SDO PRS ASCE 7-10 ASD 17
REPEAT LOAD
1 1.0 3 0.75 7 0.45
LOAD 25 GENERATED SDO PRS ASCE 7-10 ASD 18
REPEAT LOAD
2 1.0 3 0.75 7 0.45
LOAD 26 GENERATED SDO PRS ASCE 7-10 ASD 19
REPEAT LOAD
1 0.6 4 0.6
LOAD 27 GENERATED SDO PRS ASCE 7-10 ASD 20
REPEAT LOAD
2 0.6 4 0.6
LOAD 28 GENERATED SDO PRS ASCE 7-10 ASD 21
REPEAT LOAD
1 0.6 5 0.6
LOAD 29 GENERATED SDO PRS ASCE 7-10 ASD 22
REPEAT LOAD
2 0.6 5 0.6
LOAD 30 GENERATED SDO PRS ASCE 7-10 ASD 23
REPEAT LOAD
1 0.6 6 0.6
LOAD 31 GENERATED SDO PRS ASCE 7-10 ASD 24
REPEAT LOAD
2 0.6 6 0.6
LOAD 32 GENERATED SDO PRS ASCE 7-10 ASD 25
REPEAT LOAD
1 0.6 7 0.6
LOAD 33 GENERATED SDO PRS ASCE 7-10 ASD 26
REPEAT LOAD
2 0.6 7 0.6
**************ANALYZE ASD LOAD CASES********************************
PERFORM ANALYSIS PRINT STATICS CHECK
CHANGE
***************REDUCE MEMBER STIFFNESS FOR DIRECT ANALYSIS**********
MEMBER CRACKED
1 TO 16 19 TO 35 38 TO 144 REDUCTION RAX 0.8 RIY 0.8 RIZ 0.8
**********GRAVITY LOAD LRFD CASES WITH NOTIONAL LOADS***************
LOAD 34 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 1
REPEAT LOAD
1 1.4
NOTIONAL LOAD
1 X 0.0028
LOAD 35 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 2
REPEAT LOAD
1 1.4
NOTIONAL LOAD
1 X -0.0028
LOAD 36 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 3
REPEAT LOAD
1 1.4
NOTIONAL LOAD
1 Z 0.0028
LOAD 37 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 4
REPEAT LOAD
1 1.4
NOTIONAL LOAD
1 Z -0.0028
LOAD 38 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 5
REPEAT LOAD
2 1.4
NOTIONAL LOAD
2 X 0.0028
LOAD 39 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 6
REPEAT LOAD
2 1.4
NOTIONAL LOAD
2 X -0.0028
LOAD 40 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 7
REPEAT LOAD
2 1.4
NOTIONAL LOAD
2 Z 0.0028
LOAD 41 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 8
REPEAT LOAD
2 1.4
NOTIONAL LOAD
2 Z -0.0028
LOAD 42 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 9
REPEAT LOAD
1 1.2 3 1.6
NOTIONAL LOAD
1 X 0.0024 3 X 0.0032
LOAD 43 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 10
REPEAT LOAD
1 1.2 3 1.6
NOTIONAL LOAD
1 X -0.0024 3 X -0.0032
LOAD 44 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 11
REPEAT LOAD
1 1.2 3 1.6
NOTIONAL LOAD
1 Z 0.0024 3 Z 0.0032
LOAD 45 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 12
REPEAT LOAD
1 1.2 3 1.6
NOTIONAL LOAD
1 Z -0.0024 3 Z -0.0032
LOAD 46 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 13
REPEAT LOAD
2 1.2 3 1.6
NOTIONAL LOAD
2 X 0.0024 3 X 0.0032
LOAD 47 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 14
REPEAT LOAD
2 1.2 3 1.6
NOTIONAL LOAD
2 X -0.0024 3 X -0.0032
LOAD 48 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 15
REPEAT LOAD
2 1.2 3 1.6
NOTIONAL LOAD
2 Z 0.0024 3 Z 0.0032
LOAD 49 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 16
REPEAT LOAD
2 1.2 3 1.6
NOTIONAL LOAD
2 Z -0.0024 3 Z -0.0032
LOAD 50 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 17
REPEAT LOAD
1 1.2 3 1.0
NOTIONAL LOAD
1 X 0.0024 3 X 0.002
LOAD 51 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 18
REPEAT LOAD
1 1.2 3 1.0
NOTIONAL LOAD
1 X -0.0024 3 X -0.002
LOAD 52 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 19
REPEAT LOAD
1 1.2 3 1.0
NOTIONAL LOAD
1 Z 0.0024 3 Z 0.002
LOAD 53 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 20
REPEAT LOAD
1 1.2 3 1.0
NOTIONAL LOAD
1 Z -0.0024 3 Z -0.002
LOAD 54 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 21
REPEAT LOAD
2 1.2 3 1.0
NOTIONAL LOAD
2 X 0.0024 3 X 0.002
LOAD 55 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 22
REPEAT LOAD
2 1.2 3 1.0
NOTIONAL LOAD
2 X -0.0024 3 X -0.002
LOAD 56 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 23
REPEAT LOAD
2 1.2 3 1.0
NOTIONAL LOAD
2 Z 0.0024 3 Z 0.002
LOAD 57 GENERATED SDO PRS ASCE 7-10 LRFD W/ NLS 24
REPEAT LOAD
2 1.2 3 1.0
NOTIONAL LOAD
2 Z -0.0024 3 Z -0.002
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
INACTIVE MEMBER 14 16 19 33 35 38 79 81 83 85 87 89 91 93 95 97
**********LATERAL LOAD LRFD CASES WITHOUT NOTIONAL LOADS***************
LOAD 58 GENERATED SDO PRS ASCE 7-10 LRFD 1
REPEAT LOAD
1 1.2 4 0.5
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
INACTIVE MEMBER 14 16 19 33 35 38 79 81 83 85 87 89 91 93 95 97
LOAD 59 GENERATED SDO PRS ASCE 7-10 LRFD 2
REPEAT LOAD
2 1.2 4 0.5
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
INACTIVE MEMBER 13 15 32 34 80 82 84 86 88 90 92 94 96 98
LOAD 60 GENERATED SDO PRS ASCE 7-10 LRFD 3
REPEAT LOAD
1 1.2 5 0.5
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
INACTIVE MEMBER 13 15 32 34 80 82 84 86 88 90 92 94 96 98
LOAD 61 GENERATED SDO PRS ASCE 7-10 LRFD 4
REPEAT LOAD
2 1.2 5 0.5
LOAD 62 GENERATED SDO PRS ASCE 7-10 LRFD 5
REPEAT LOAD
1 1.2 6 0.5
LOAD 63 GENERATED SDO PRS ASCE 7-10 LRFD 6
REPEAT LOAD
2 1.2 6 0.5
LOAD 64 GENERATED SDO PRS ASCE 7-10 LRFD 7
REPEAT LOAD
1 1.2 7 0.5
LOAD 65 GENERATED SDO PRS ASCE 7-10 LRFD 8
REPEAT LOAD
2 1.2 7 0.5
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
INACTIVE MEMBER 14 16 19 33 35 38 79 81 83 85 87 89 91 93 95 97
LOAD 66 GENERATED SDO PRS ASCE 7-10 LRFD 9
REPEAT LOAD
1 1.2 3 1.0 4 1.0
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
INACTIVE MEMBER 14 16 19 33 35 38 79 81 83 85 87 89 91 93 95 97
LOAD 67 GENERATED SDO PRS ASCE 7-10 LRFD 10
REPEAT LOAD
2 1.2 3 1.0 4 1.0
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
INACTIVE MEMBER 13 15 32 34 80 82 84 86 88 90 92 94 96 98
LOAD 68 GENERATED SDO PRS ASCE 7-10 LRFD 11
REPEAT LOAD
1 1.2 3 1.0 5 1.0
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
INACTIVE MEMBER 13 15 32 34 80 82 84 86 88 90 92 94 96 98
LOAD 69 GENERATED SDO PRS ASCE 7-10 LRFD 12
REPEAT LOAD
2 1.2 3 1.0 5 1.0
LOAD 70 GENERATED SDO PRS ASCE 7-10 LRFD 13
REPEAT LOAD
1 1.2 3 1.0 6 1.0
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 71 GENERATED SDO PRS ASCE 7-10 LRFD 14
REPEAT LOAD
2 1.2 3 1.0 6 1.0
LOAD 72 GENERATED SDO PRS ASCE 7-10 LRFD 15
REPEAT LOAD
1 1.2 3 1.0 7 1.0
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 73 GENERATED SDO PRS ASCE 7-10 LRFD 16
REPEAT LOAD
2 1.2 3 1.0 7 1.0
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
INACTIVE MEMBER 14 16 19 33 35 38 79 81 83 85 87 89 91 93 95 97
LOAD 74 GENERATED SDO PRS ASCE 7-10 LRFD 17
REPEAT LOAD
1 0.9 4 1.0
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
INACTIVE MEMBER 14 16 19 33 35 38 79 81 83 85 87 89 91 93 95 97
LOAD 75 GENERATED SDO PRS ASCE 7-10 LRFD 18
REPEAT LOAD
2 0.9 4 1.0
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
INACTIVE MEMBER 13 15 32 34 80 82 84 86 88 90 92 94 96 98
LOAD 76 GENERATED SDO PRS ASCE 7-10 LRFD 19
REPEAT LOAD
1 0.9 5 1.0
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
INACTIVE MEMBER 13 15 32 34 80 82 84 86 88 90 92 94 96 98
LOAD 77 GENERATED SDO PRS ASCE 7-10 LRFD 20
REPEAT LOAD
2 0.9 5 1.0
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 78 GENERATED SDO PRS ASCE 7-10 LRFD 21
REPEAT LOAD
1 0.9 6 1.0
LOAD 79 GENERATED SDO PRS ASCE 7-10 LRFD 22
REPEAT LOAD
2 0.9 6 1.0
LOAD 80 GENERATED SDO PRS ASCE 7-10 LRFD 23
REPEAT LOAD
1 0.9 7 1.0
LOAD 81 GENERATED SDO PRS ASCE 7-10 LRFD 24
REPEAT LOAD
2 0.9 7 1.0
**************ANALYZE LRFD CASES************************************
PDELTA 20 ANALYSIS SMALLDELTA
*************STRENGTH DESIGN PER AISC 360-10************************
LOAD LIST 34 TO 81
PARAMETER 1
CODE AISC UNIFIED 2010
METHOD LRFD
LY 10 MEMB 9 TO 12 28 TO 31
UNT 10 MEMB 9 TO 12 28 TO 31
UNB 10 MEMB 9 TO 12 28 TO 31
UNT 26 MEMB 1 TO 3 5 TO 7 20 TO 22 24 TO 26
UNB 26 MEMB 1 TO 3 5 TO 7 20 TO 22 24 TO 26
LY 26 MEMB 1 TO 3 5 TO 7 20 TO 22 24 TO 26
TRACK 1 ALL
BEAM 1 ALL
FYLD 5184 ALL
TMAIN 500 MEMB 79 TO 98
MAIN 500 MEMB 79 TO 98
UNT 5 MEMB 9 10 28 29 137 TO 144
TMAIN 300 MEMB 9 TO 12 28 TO 31 137 TO 144
MAIN 300 MEMB 9 TO 12 28 TO 31 137 TO 144
RATIO 0.6 MEMB 10 13 TO 16 19 32 TO 35 38 41 TO 51 70 TO 78 89 TO 136
KY 0.5 MEMB 13 TO 16 19 32 TO 35 38 79 TO 98
KZ 0.5 MEMB 13 TO 16 19 32 TO 35 38 79 TO 98
CHECK CODE MEMB 1 TO 16 19 TO 35 38 TO 136
PERFORM ANALYSIS PRINT ALL
FINISH