STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 27-Aug-13
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 30 0 0; 3 60 0 0; 4 90 0 0; 5 0 15 0; 6 30 15 0; 7 60 15 0;
8 90 15 0; 9 0 30 0; 10 30 30 0; 11 60 30 0; 12 90 30 0; 13 10 15 0;
14 20 15 0; 15 40 15 0; 16 50 15 0; 17 70 15 0; 18 80 15 0; 19 10 30 0;
20 20 30 0; 21 40 30 0; 22 50 30 0; 23 70 30 0; 24 80 30 0; 25 0 0 25;
26 30 0 25; 27 60 0 25; 28 90 0 25; 29 0 15 25; 30 30 15 25; 31 60 15 25;
32 90 15 25; 33 0 30 25; 34 30 30 25; 35 60 30 25; 36 90 30 25; 37 10 15 25;
38 20 15 25; 39 40 15 25; 40 50 15 25; 41 70 15 25; 42 80 15 25; 43 10 30 25;
44 20 30 25; 45 40 30 25; 46 50 30 25; 47 70 30 25; 48 80 30 25; 49 0 0 50;
50 30 0 50; 51 60 0 50; 52 90 0 50; 53 0 15 50; 54 30 15 50; 55 60 15 50;
56 90 15 50; 57 0 30 50; 58 30 30 50; 59 60 30 50; 60 90 30 50; 61 10 15 50;
62 20 15 50; 63 40 15 50; 64 50 15 50; 65 70 15 50; 66 80 15 50; 67 10 30 50;
68 20 30 50; 69 40 30 50; 70 50 30 50; 71 70 30 50; 72 80 30 50; 73 0 0 75;
74 30 0 75; 75 60 0 75; 76 90 0 75; 77 0 15 75; 78 30 15 75; 79 60 15 75;
80 90 15 75; 81 0 30 75; 82 30 30 75; 83 60 30 75; 84 90 30 75; 85 10 15 75;
86 20 15 75; 87 40 15 75; 88 50 15 75; 89 70 15 75; 90 80 15 75; 91 10 30 75;
92 20 30 75; 93 40 30 75; 94 50 30 75; 95 70 30 75; 96 80 30 75; 97 0 7.5 37.5;
98 0 22.5 37.5; 99 90 7.5 37.5; 100 90 22.5 37.5;
MEMBER INCIDENCES
1 5 13; 2 6 15; 3 7 17; 4 9 19; 5 10 21; 6 11 23; 7 1 5; 8 2 6; 9 3 7; 10 4 8;
11 5 9; 12 6 10; 13 7 11; 14 8 12; 15 13 14; 16 14 6; 17 15 16; 18 16 7;
19 17 18; 20 18 8; 21 19 20; 22 20 10; 23 21 22; 24 22 11; 25 23 24; 26 24 12;
27 5 29; 28 6 30; 29 7 31; 30 8 32; 31 9 33; 32 10 34; 33 11 35; 34 12 36;
35 13 37; 36 14 38; 37 15 39; 38 16 40; 39 17 41; 40 18 42; 41 19 43; 42 20 44;
43 21 45; 44 22 46; 45 23 47; 46 24 48; 47 29 37; 48 30 39; 49 31 41; 50 33 43;
51 34 45; 52 35 47; 53 25 29; 54 26 30; 55 27 31; 56 28 32; 57 29 33; 58 30 34;
59 31 35; 60 32 36; 61 37 38; 62 38 30; 63 39 40; 64 40 31; 65 41 42; 66 42 32;
67 43 44; 68 44 34; 69 45 46; 70 46 35; 71 47 48; 72 48 36; 73 29 53; 74 30 54;
75 31 55; 76 32 56; 77 33 57; 78 34 58; 79 35 59; 80 36 60; 81 37 61; 82 38 62;
83 39 63; 84 40 64; 85 41 65; 86 42 66; 87 43 67; 88 44 68; 89 45 69; 90 46 70;
91 47 71; 92 48 72; 93 53 61; 94 54 63; 95 55 65; 96 57 67; 97 58 69; 98 59 71;
99 49 53; 100 50 54; 101 51 55; 102 52 56; 103 53 57; 104 54 58; 105 55 59;
106 56 60; 107 61 62; 108 62 54; 109 63 64; 110 64 55; 111 65 66; 112 66 56;
113 67 68; 114 68 58; 115 69 70; 116 70 59; 117 71 72; 118 72 60; 119 53 77;
120 54 78; 121 55 79; 122 56 80; 123 57 81; 124 58 82; 125 59 83; 126 60 84;
127 61 85; 128 62 86; 129 63 87; 130 64 88; 131 65 89; 132 66 90; 133 67 91;
134 68 92; 135 69 93; 136 70 94; 137 71 95; 138 72 96; 139 77 85; 140 78 87;
141 79 89; 142 81 91; 143 82 93; 144 83 95; 145 73 77; 146 74 78; 147 75 79;
148 76 80; 149 77 81; 150 78 82; 151 79 83; 152 80 84; 153 85 86; 154 86 78;
155 87 88; 156 88 79; 157 89 90; 158 90 80; 159 91 92; 160 92 82; 161 93 94;
162 94 83; 163 95 96; 164 96 84; 165 25 97; 166 49 97; 167 29 98; 168 53 98;
169 52 99; 170 28 99; 171 56 100; 172 32 100; 173 97 53; 174 97 29; 175 98 57;
176 98 33; 177 99 32; 178 99 56; 179 100 36; 180 100 60;
START GROUP DEFINITION
MEMBER
_LATERAL_BEAMS 1 TO 6 15 TO 26 73 76 77 80 139 TO 144 153 TO 164
_LATERAL_COLUMNS 7 TO 14 53 56 57 60 99 102 103 106 145 TO 152
_LATERAL_BRACES 165 TO 180
_STL-ALL 14 53 56 57 60 99 102 103 106 145 TO 152
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 5184 FU 8352 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
7 TO 14 53 TO 60 99 TO 106 145 TO 152 TABLE ST W12X30
1 TO 6 15 TO 26 47 TO 52 61 TO 72 93 TO 98 107 TO 118 139 TO 144 153 TO 163 -
164 TABLE ST W12X19
27 TO 46 73 TO 92 119 TO 138 TABLE ST W8X24
165 TO 180 TABLE ST HSST4X4X0.125
CONSTANTS
BETA 90 MEMB 54 55 58 59 100 101 104 105
MATERIAL STEEL ALL
MEMBER RELEASE
27 TO 46 73 TO 92 119 TO 138 START MY MZ
27 TO 46 73 TO 92 119 TO 138 END MY MZ
SUPPORTS
1 TO 4 25 TO 28 49 TO 52 73 TO 76 FIXED
SLAVE ZX MASTER 30 JOINT 5 TO 8 13 TO 18 29 TO 32 37 TO 42 53 TO 56 -
61 TO 66 77 TO 80 85 TO 90
SLAVE ZX MASTER 34 JOINT 9 TO 12 19 TO 24 33 TO 36 43 TO 48 57 TO 60 -
67 TO 72 81 TO 84 91 TO 96
DEFINE IBC 2006
ZIP 92887 I 1 RX 3 RZ 3 SCLASS 3 TL 0.8
SELFWEIGHT 1 
MEMBER WEIGHT
27 TO 46 73 TO 92 119 TO 138 UNI 0.05
DEFINE WIND LOAD
TYPE 1 WIND 1
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 146.000 mph 0 2 2 0 0.000 ft 0.000 ft 0.000 ft 1 1 40.000 -
ft 30.000 ft 25.000 ft 2.000 0.010 0 0 0 0 0 1.044 1.000 1.000 0.850 0 0 0 0 -
0.879 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 0.0542998 0.0542998 0.0550117 0.0556623 0.0562624 0.0568202 0.0573418 -
0.0578321 0.0582952 0.0587342 0.0591517 0.0595501 0.0599312 0.0602966 -
0.0606477 0.0438401 HEIG 0 15 16 17 18 19 20 22 24 26 28 30 33 36 39 42
*
DEFINE DIRECT ANALYSIS
FLEX 1 MEMB 1 TO 6 15 TO 26 73 76 77 80 139 TO 144 153 TO 164
FYLD 253200 MEMB 1 TO 26 53 56 57 60 73 76 77 80 99 102 103 106 139 TO 180
AXIAL MEMB 7 TO 14 53 56 57 60 99 102 103 106 145 TO 152 165 TO 180
END
*
UNIT FEET KIP
**--------------------------------------------------------------------------**
LOAD 1  (DS1)  * XYZ
SELFWEIGHT Y -1 
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 2  (DS2)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 3  (DS3)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 4  (DS4)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 5  (DS5)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 6  (DS6)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 7  (DEE)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 8  (DEP)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 9  (DOE)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 10 (DOP)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 11 (DOT)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 12 (DTE1) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 13 (DTE2) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 14 (DTE3) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 15 (DTP1) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 16 (DTP2) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 17 (DTP3) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 18 (L)    * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 19 (LM)   * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 20 (IY)   * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 21 (IX)   * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 22 (IZ)   * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 23 (AYP)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 24 (AYN)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 25 (AXP)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 26 (AXN)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 27 (AZP)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 28 (AZN)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 29 (GYP)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 30 (GYN)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 31 (GXP)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 32 (GXN)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 33 (GZP)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 34 (GZN)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 35 (FAX) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 36 (FAZ) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 37 (FSX) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 38 (FSZ) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 39 (FE)   * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 40 (BP1)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 41 (BP2)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 42 (BP3)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 43 (OL1Y) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 44 (OL1X) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 45 (OL1Z) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 46 (OL2Y) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 47 (OL2X) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 48 (OL2Z) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 49 (OL3Y) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 50 (OL3X) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 51 (OL3Z) * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 52 (TE)   * XYZ
MEMBER LOAD
1 CON GY 0 0
TEMPERATURE LOAD
_STL-ALL TEMP 69
**----------------------------------------------------------------------------**
LOAD 53 (WX)   * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 54 (WZ)   * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 55 (WXE)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 56 (WZE)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 57 (EX)   * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 58 (EZ)   * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 59 (ECX)  * XYZ
MEMBER LOAD
1 CON GY 0 0
**----------------------------------------------------------------------------**
LOAD 60 (ECZ)  * XYZ
MEMBER LOAD
1 CON GY 0 0
*
PERFORM ANALYSIS
CHANGE
*
******************************************************************************
************* LOAD COMBINATION FOR STRENGTH/SERVICEABILITY DESIGN ************
******************************************************************************
LOAD 101 *---------|Frame| P1F: 0.9 (Ds + De) + 1.2 Ts + 1.0 W-------*  L-101
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 1.2 53 1 54 1 -
55 1 56 1
NOTIONAL LOAD
1 X 0.0018 2 X 0.0018 3 X 0.0018 4 X 0.0018 5 X 0.0018 6 X 0.0018 -
7 X 0.0018 8 X 0.0018 1 Z 0.0018 2 Z 0.0018 3 Z 0.0018 4 Z 0.0018 -
5 Z 0.0018 6 Z 0.0018 7 Z 0.0018 8 Z 0.0018 
LOAD 102 *---------|Frame| P1F: 0.9 (Ds + De) + 1.2 Ts + 1.0 W-------*  L-102
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 1.2 53 -1 -
54 1 55 -1 56 1
NOTIONAL LOAD
1 X -0.0018 2 X -0.0018 3 X -0.0018 4 X -0.0018 5 X -0.0018 6 X -0.0018 -
7 X -0.0018 8 X -0.0018 1 Z 0.0018 2 Z 0.0018 3 Z 0.0018 4 Z 0.0018 -
5 Z 0.0018 6 Z 0.0018 7 Z 0.0018 8 Z 0.0018 
LOAD 103 *---------|Frame| P1F: 0.9 (Ds + De) + 1.2 Ts + 1.0 W-------*  L-103
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 1.2 53 1 54 -1 -
55 1 56 -1
NOTIONAL LOAD
1 X 0.0018 2 X 0.0018 3 X 0.0018 4 X 0.0018 5 X 0.0018 6 X 0.0018 -
7 X 0.0018 8 X 0.0018 1 Z -0.0018 2 Z -0.0018 3 Z -0.0018 4 Z -0.0018 -
5 Z -0.0018 6 Z -0.0018 7 Z -0.0018 8 Z -0.0018 
LOAD 104 *---------|Frame| P1F: 0.9 (Ds + De) + 1.2 Ts + 1.0 W-------*  L-104
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 1.2 53 -1 -
54 -1 55 -1 56 -1
NOTIONAL LOAD
1 X -0.0018 2 X -0.0018 3 X -0.0018 4 X -0.0018 5 X -0.0018 6 X -0.0018 -
7 X -0.0018 8 X -0.0018 1 Z -0.0018 2 Z -0.0018 3 Z -0.0018 4 Z -0.0018 -
5 Z -0.0018 6 Z -0.0018 7 Z -0.0018 8 Z -0.0018 
LOAD 105 *---------|Frame| P1F: 0.9 (Ds + De) + 1.2 Ts + 1.0 W-------*  L-105
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 -1.2 53 1 -
54 1 55 1 56 1
NOTIONAL LOAD
1 X 0.0018 2 X 0.0018 3 X 0.0018 4 X 0.0018 5 X 0.0018 6 X 0.0018 -
7 X 0.0018 8 X 0.0018 1 Z 0.0018 2 Z 0.0018 3 Z 0.0018 4 Z 0.0018 -
5 Z 0.0018 6 Z 0.0018 7 Z 0.0018 8 Z 0.0018 
LOAD 106 *---------|Frame| P1F: 0.9 (Ds + De) + 1.2 Ts + 1.0 W-------*  L-106
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 -1.2 53 -1 -
54 1 55 -1 56 1
NOTIONAL LOAD
1 X -0.0018 2 X -0.0018 3 X -0.0018 4 X -0.0018 5 X -0.0018 6 X -0.0018 -
7 X -0.0018 8 X -0.0018 1 Z 0.0018 2 Z 0.0018 3 Z 0.0018 4 Z 0.0018 -
5 Z 0.0018 6 Z 0.0018 7 Z 0.0018 8 Z 0.0018 
LOAD 107 *---------|Frame| P1F: 0.9 (Ds + De) + 1.2 Ts + 1.0 W-------*  L-107
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 -1.2 53 1 -
54 -1 55 1 56 -1
NOTIONAL LOAD
1 X 0.0018 2 X 0.0018 3 X 0.0018 4 X 0.0018 5 X 0.0018 6 X 0.0018 -
7 X 0.0018 8 X 0.0018 1 Z -0.0018 2 Z -0.0018 3 Z -0.0018 4 Z -0.0018 -
5 Z -0.0018 6 Z -0.0018 7 Z -0.0018 8 Z -0.0018 
LOAD 108 *---------|Frame| P1F: 0.9 (Ds + De) + 1.2 Ts + 1.0 W-------*  L-108
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 -1.2 53 -1 -
54 -1 55 -1 56 -1
NOTIONAL LOAD
1 X -0.0018 2 X -0.0018 3 X -0.0018 4 X -0.0018 5 X -0.0018 6 X -0.0018 -
7 X -0.0018 8 X -0.0018 1 Z -0.0018 2 Z -0.0018 3 Z -0.0018 4 Z -0.0018 -
5 Z -0.0018 6 Z -0.0018 7 Z -0.0018 8 Z -0.0018 
LOAD 109 *--------|Frame| P2F: 0.9 (Ds + Do) + 1.2 Ts + 1.0 Ee-------*  L-109
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 1.2 57 1 58 1
NOTIONAL LOAD
1 X 0.0018 2 X 0.0018 3 X 0.0018 4 X 0.0018 5 X 0.0018 6 X 0.0018 -
7 X 0.0018 8 X 0.0018 1 Z 0.0018 2 Z 0.0018 3 Z 0.0018 4 Z 0.0018 -
5 Z 0.0018 6 Z 0.0018 7 Z 0.0018 8 Z 0.0018 
LOAD 110 *--------|Frame| P2F: 0.9 (Ds + Do) + 1.2 Ts + 1.0 Ee-------*  L-110
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 1.2 57 -1 -
58 1
NOTIONAL LOAD
1 X -0.0018 2 X -0.0018 3 X -0.0018 4 X -0.0018 5 X -0.0018 6 X -0.0018 -
7 X -0.0018 8 X -0.0018 1 Z 0.0018 2 Z 0.0018 3 Z 0.0018 4 Z 0.0018 -
5 Z 0.0018 6 Z 0.0018 7 Z 0.0018 8 Z 0.0018 
LOAD 111 *--------|Frame| P2F: 0.9 (Ds + Do) + 1.2 Ts + 1.0 Ee-------*  L-111
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 1.2 57 1 58 -1
NOTIONAL LOAD
1 X 0.0018 2 X 0.0018 3 X 0.0018 4 X 0.0018 5 X 0.0018 6 X 0.0018 -
7 X 0.0018 8 X 0.0018 1 Z -0.0018 2 Z -0.0018 3 Z -0.0018 4 Z -0.0018 -
5 Z -0.0018 6 Z -0.0018 7 Z -0.0018 8 Z -0.0018 
LOAD 112 *--------|Frame| P2F: 0.9 (Ds + Do) + 1.2 Ts + 1.0 Ee-------*  L-112
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 1.2 57 -1 -
58 -1
NOTIONAL LOAD
1 X -0.0018 2 X -0.0018 3 X -0.0018 4 X -0.0018 5 X -0.0018 6 X -0.0018 -
7 X -0.0018 8 X -0.0018 1 Z -0.0018 2 Z -0.0018 3 Z -0.0018 4 Z -0.0018 -
5 Z -0.0018 6 Z -0.0018 7 Z -0.0018 8 Z -0.0018 
LOAD 113 *--------|Frame| P2F: 0.9 (Ds + Do) + 1.2 Ts + 1.0 Ee-------*  L-113
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 -1.2 57 1 -
58 1
NOTIONAL LOAD
1 X 0.0018 2 X 0.0018 3 X 0.0018 4 X 0.0018 5 X 0.0018 6 X 0.0018 -
7 X 0.0018 8 X 0.0018 1 Z 0.0018 2 Z 0.0018 3 Z 0.0018 4 Z 0.0018 -
5 Z 0.0018 6 Z 0.0018 7 Z 0.0018 8 Z 0.0018 
LOAD 114 *--------|Frame| P2F: 0.9 (Ds + Do) + 1.2 Ts + 1.0 Ee-------*  L-114
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 -1.2 57 -1 -
58 1
NOTIONAL LOAD
1 X -0.0018 2 X -0.0018 3 X -0.0018 4 X -0.0018 5 X -0.0018 6 X -0.0018 -
7 X -0.0018 8 X -0.0018 1 Z 0.0018 2 Z 0.0018 3 Z 0.0018 4 Z 0.0018 -
5 Z 0.0018 6 Z 0.0018 7 Z 0.0018 8 Z 0.0018 
LOAD 115 *--------|Frame| P2F: 0.9 (Ds + Do) + 1.2 Ts + 1.0 Ee-------*  L-115
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 -1.2 57 1 -
58 -1
NOTIONAL LOAD
1 X 0.0018 2 X 0.0018 3 X 0.0018 4 X 0.0018 5 X 0.0018 6 X 0.0018 -
7 X 0.0018 8 X 0.0018 1 Z -0.0018 2 Z -0.0018 3 Z -0.0018 4 Z -0.0018 -
5 Z -0.0018 6 Z -0.0018 7 Z -0.0018 8 Z -0.0018 
LOAD 116 *--------|Frame| P2F: 0.9 (Ds + Do) + 1.2 Ts + 1.0 Ee-------*  L-116
REPEAT LOAD
1 0.9 2 0.9 3 0.9 4 0.9 5 0.9 6 0.9 7 0.9 8 0.9 52 -1.2 57 -1 -
58 -1
NOTIONAL LOAD
1 X -0.0018 2 X -0.0018 3 X -0.0018 4 X -0.0018 5 X -0.0018 6 X -0.0018 -
7 X -0.0018 8 X -0.0018 1 Z -0.0018 2 Z -0.0018 3 Z -0.0018 4 Z -0.0018 -
5 Z -0.0018 6 Z -0.0018 7 Z -0.0018 8 Z -0.0018 
LOAD 117 *-------------|Frame| T1F: 1.4 (Ds + Dt) + 1.2 Ts-----------*  L-117
REPEAT LOAD
1 1.4 2 1.4 3 1.4 4 1.4 5 1.4 6 1.4 7 1.4 8 1.4 12 1.4 52 1.2
NOTIONAL LOAD
1 X 0.0028 2 X 0.0028 3 X 0.0028 4 X 0.0028 5 X 0.0028 6 X 0.0028 -
7 X 0.0028 8 X 0.0028 12 X 0.0028 1 Z 0.0028 2 Z 0.0028 3 Z 0.0028 -
4 Z 0.0028 5 Z 0.0028 6 Z 0.0028 7 Z 0.0028 8 Z 0.0028 12 Z 0.0028
LOAD 118 *-------------|Frame| T1F: 1.4 (Ds + Dt) + 1.2 Ts-----------*  L-118
REPEAT LOAD
1 1.4 2 1.4 3 1.4 4 1.4 5 1.4 6 1.4 7 1.4 8 1.4 12 1.4 52 1.2
NOTIONAL LOAD
1 X -0.003 2 X -0.003 3 X -0.003 4 X -0.003 5 X -0.003 6 X -0.003 -
7 X -0.003 8 X -0.003 12 X -0.003 1 Z 0.003 2 Z 0.003 3 Z 0.003 -
4 Z 0.003 5 Z 0.003 6 Z 0.003 7 Z 0.003 8 Z 0.003 12 Z 0.003
LOAD 119 *-------------|Frame| T1F: 1.4 (Ds + Dt) + 1.2 Ts-----------*  L-119
REPEAT LOAD
1 1.4 2 1.4 3 1.4 4 1.4 5 1.4 6 1.4 7 1.4 8 1.4 12 1.4 52 1.2
NOTIONAL LOAD
1 X 0.0028 2 X 0.0028 3 X 0.0028 4 X 0.0028 5 X 0.0028 6 X 0.0028 -
7 X 0.0028 8 X 0.0028 12 X 0.0028 1 Z -0.0028 2 Z -0.0028 3 Z -0.0028 -
4 Z -0.0028 5 Z -0.0028 6 Z -0.0028 7 Z -0.0028 8 Z -0.0028 12 Z -0.0028

PERFORM DIRECT ANALYSIS LRFD PDITER 15 REDUCEDEI 1 TBITER
FINISH
