STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 13-May-16
END JOB INFORMATION
INPUT WIDTH 79
**************************************************************************
UNIT METER KN
JOINT COORDINATES
1 0 0.3 2; 2 0 0.3 0; 3 6 0.3 0; 6 0 3.3 2; 7 0 2.95 0; 8 6 2.95 0; 9 6 3.3 2;
27 6 0.3 2; 32 0 3.125 1; 33 6 3.125 1; 38 1 3.3 2; 39 5 3.3 2; 40 0 2.3 2;
41 6 2.3 2; 42 2 2.95 0; 43 4 2.95 0; 44 2 0.3 0; 45 4 0.3 0; 46 2 3.3 2;
47 4 3.3 2; 54 2 3.125 1; 55 4 3.125 1; 56 0 1.8 2; 57 0 1.8 1; 58 0 1.8 0;
59 6 1.8 2; 60 6 1.8 1; 61 6 1.8 0; 62 1 3.125 1; 63 3 3.125 1; 64 5 3.125 1;
69 2 1.8 0; 70 4 1.8 0; 75 1 1.8 0; 81 3 1.8 0; 82 5 1.8 0;
MEMBER INCIDENCES
1 2 58; 3 1 56; 5 3 61; 6 7 32; 7 7 42; 8 6 38; 1010 8 33; 1038 27 59;
1042 32 6; 1043 33 9; 1052 57 7; 1053 60 8; 1054 32 62; 1055 2 1; 1057 1 27;
1058 2 44; 1059 3 27; 1061 57 6; 1062 60 9; 1063 38 46; 1064 39 9; 1065 40 6;
1066 41 9; 1069 42 43; 1070 43 8; 1071 44 45; 1072 45 3; 1073 44 69;
1074 45 70; 1075 42 81; 1077 46 47; 1078 42 54; 1079 47 39; 1080 43 55;
1081 42 63; 1083 46 63; 1091 54 63; 1092 54 46; 1093 55 47; 1094 55 64;
1095 56 40; 1097 58 7; 1098 59 41; 1100 61 8; 1101 58 57; 1102 57 56;
1103 61 60; 1104 60 59; 1105 2 57; 1106 1 57; 1107 3 60; 1108 27 60;
1111 62 54; 1112 63 47; 1113 63 43; 1114 63 55; 1117 64 33; 1130 69 42;
1131 70 43; 1132 58 75; 1133 69 81; 1134 70 82; 1142 75 69; 1148 81 70;
1149 82 61; 1162 81 43; 1170 44 81; 1171 45 81;
START GROUP DEFINITION
MEMBER
_COLUMN 1 3 5 1038 1065 1066 1095 1097 1098 1100
_SHEARPRIMARY 7 1069 1070
_FIXPRIMARY 6 8 1042 1054 1063 1064 1077 1079 1091 1094 1111 1114 1117
_GRIDX1 1 3 6 1042 1055 1065 1095 1097 1101 1102
_GRIDX2 5 1010 1038 1043 1059 1066 1098 1100 1103 1104
_GRIDZ1 1 5 7 1058 1069 TO 1074 1097 1100 1130 TO 1134 1142 1148 1149
_GRIDZ2 3 8 1038 1057 1063 TO 1066 1077 1079 1095 1098
END GROUP DEFINITION
**************************************************************************
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
********DUMMY******
ISOTROPIC DUMMY
E 217.18
DENSITY 0
TYPE STEEL
POISSON 0.3
DAMP 0.03
G 7.88462e+007
ALPHA 1.2e-005
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
STRENGTH RY 1 RT 1
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
MEMBER PROPERTY EUROPEAN
*1 3 5 TO 8 1010 1038 1042 1043 1050 1051 1054 1063 TO 1070 1073 1074 1077 -
*1078 TO 1080 1091 TO 1100 1111 1114 1117 TO 1119 1124 1125 1130 TO 1132 1135 -
*1136 1140 1144 -
*1145 PRIS AX 0.001474 AY 0.3 AZ 0.3 IX 3.848e+010 IY 2.803e+010 IZ -
*5.594e+010 YD 0.16 ZD 0.1
*1036 1037 1081 TO 1084 1109 1110 1112 1113 1115 -
*1116 TABLE ST PIPE OD 0.012 ID 1e-005
1057 TABLE ST L20X20X2.5
1 3 5 TO 8 1010 1038 1042 1043 1052 TO 1055 1058 1059 1061 TO 1066 -
1069 TO 1075 1077 TO 1081 1083 1091 TO 1095 1097 1098 1100 TO 1108 -
1111 TO 1114 1117 1130 TO 1134 1142 1148 1149 1162 1170 -
1171 PRIS AX 0.00078 AY 0.3 AZ 0.3 IX 2e-006 IY 2e-006 IZ 2e-006 YD 0.1 ZD 0.1
CONSTANTS
BETA 90 MEMB 1 3 5 1038 1065 1066 1095 1097 1098 1100
MATERIAL STEEL MEMB 1 3 5 TO 8 1010 1038 1042 1043 1052 TO 1055 1058 1059 -
1061 TO 1066 1069 TO 1075 1077 TO 1081 1083 1091 TO 1095 1097 1098 -
1100 TO 1108 1111 TO 1114 1117 1130 TO 1134 1142 1148 1149 1162 1170 1171
MATERIAL DUMMY MEMB 1057
START GROUP DEFINITION
FLOOR
_ROOF 6 TO 8 1010 1042 1043 1054 1063 1064 1069 1070 1077 TO 1080 -
1091 TO 1094 1111 1114 1117
_WALLGRIDX1 1 3 6 1042 1055 1065 1095 1097 1101 1102
_WALLGRIDX2 5 1010 1038 1043 1059 1066 1098 1100 1103 1104
_WALLGRIDZ1 1 5 7 1058 1069 TO 1074 1097 1100 1130 TO 1134 1142 1148 1149
_WALLGRIDZ2 3 8 1038 1057 1063 TO 1066 1077 1079 1095 1098
JOINT
_DISPL 6 TO 9 32 33
END GROUP DEFINITION
SUPPORTS
1 TO 3 27 44 45 PINNED
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 0 0.558 0.643 0.706 HEIG  0  2  3  4
EXP 1 JOINT 1 2 6 7 32 40 56 TO 58
TYPE 2 WIND 2
INT 0 0.558 0.643 0.706 HEIG  0  2  3  4
EXP 1 JOINT 3 8 9 27 33 41 59 TO 61
TYPE 3 WIND 3
INT 0 0.558 0.643 0.706 HEIG  0  2  3  4
EXP 0.5 JOINT 2 3 7 8 42 TO 45 58 61 69 70 75 82
TYPE 4 WIND 4
INT 0 0.558 0.643 0.706 HEIG  0  2  3  4
EXP 0.2 JOINT 1 6 9 27 38 TO 41 46 47 56 59
**************************
TYPE 5 WIND 5_TEST
INT 0 0.558 0.643 0.706 HEIG  0  2  3  4
EXP 0.5 JOINT 1 2 6 7 32 40 56 TO 58
**********************************
LOAD 1 LOADTYPE Dead  TITLE DEAD
MEMBER LOAD
1 3 5 6 8 1010 1038 1042 1043 1052 TO 1054 1061 TO 1066 1073 TO 1075 1077 -
1078 TO 1081 1083 1091 TO 1095 1097 1098 1100 TO 1108 1111 TO 1114 1117 1130 -
1131 TO 1134 1142 1148 1149 1162 1170 1171 UNI GY -0.108
1070 UNI GY -0.108 1 2
1070 UNI GY -0.108 0 1
1069 UNI GY -0.108 1 2
1069 UNI GY -0.108 0 1
7 UNI GY -0.108 1 2
7 UNI GY -0.108 0 1
1059 UNI GY -0.108 1 2
1059 UNI GY -0.108 0 1
1072 UNI GY -0.108 1 2
1072 UNI GY -0.108 0 1
1071 UNI GY -0.108 1 2
1071 UNI GY -0.108 0 1
1058 UNI GY -0.108 1 2
1058 UNI GY -0.108 0 1
1055 UNI GY -0.108 1 2
1055 UNI GY -0.108 0 1
LOAD 2 LOADTYPE Dead  TITLE NON-MODELED DL
ONEWAY LOAD
_ROOF ONE -0.06 GY INCLINED
_WALLGRIDX1 ONE -0.17 GY TOWARDS 1065
_WALLGRIDX2 ONE -0.17 GY TOWARDS 1098
_WALLGRIDZ1 ONE -0.17 GY TOWARDS 1074
*_WALLGRIDZ2 ONE -0.17 GY
LOAD 3 LOADTYPE Roof Live  TITLE IMPOSED
ONEWAY LOAD
_ROOF ONE -0.4 GY INCLINED
LOAD 4 LOADTYPE None  TITLE WIND +X
ONEWAY LOAD
_ROOF ONE 0.706 GY INCLINED
*windward
WIND LOAD X 0.6 TYPE 1 MEMB _GRIDX1
*leeward
WIND LOAD -X 0.71 TYPE 2 MEMB _GRIDX2
*sidewalls
WIND LOAD -Z -1.2 TYPE 4 MEMB _GRIDZ1
*WIND LOAD -Z 1.2 TYPE 3 MEMB _GRIDZ2
LOAD 5 LOADTYPE None  TITLE WIND +Z
ONEWAY LOAD
_ROOF ONE 0.706 GY INCLINED
*sidewall negative means away
WIND LOAD -X -1.2 TYPE 1 MEMB _GRIDX1
WIND LOAD -X 1.2 TYPE 2 MEMB _GRIDX2
*windward
WIND LOAD Z 0.6 TYPE 3 MEMB _GRIDZ1
*leeward
WIND LOAD -Z 0.71 TYPE 4 OPEN MEMB _GRIDZ2
LOAD 6 LOADTYPE None  TITLE WIND -X
ONEWAY LOAD
_ROOF ONE 0.706 GY INCLINED
*leeward
WIND LOAD -X -0.71 TYPE 1 MEMB _GRIDX1
*windward
WIND LOAD X -0.6 TYPE 2 MEMB _GRIDX2
*sidewalls
WIND LOAD -Z -1.2 TYPE 4 MEMB _GRIDZ1
*WIND LOAD -Z 1.2 TYPE 3 MEMB _GRIDZ2
LOAD 7 LOADTYPE Wind  TITLE WIND -Z
ONEWAY LOAD
_ROOF ONE 0.706 GY INCLINED
*sidewalls
WIND LOAD -X -1.2 TYPE 1 MEMB _GRIDX1
WIND LOAD -X 1.2 TYPE 2 MEMB _GRIDX2
*leeward
WIND LOAD -Z -0.71 TYPE 3 MEMB _GRIDZ1
*windward
*WIND LOAD Z -0.6 TYPE 3 MEMB _GRIDZ2
LOAD 8 EN 1990:6.10B, COMBINATION  1000
REPEAT LOAD
1 0.85 2 0.85 
LOAD 9 EN 1990:6.10B, COMBINATION  1002
REPEAT LOAD
1 0.85 2 0.85 3 1.5 
LOAD 10 EN 1990:6.10B, COMBINATION  1006
REPEAT LOAD
1 0.85 2 0.85 4 1.5 
LOAD 11 EN 1990:6.10B, COMBINATION  1008
REPEAT LOAD
1 1.1475 2 0.85 
LOAD 12 EN 1990:6.10B, COMBINATION  1010
REPEAT LOAD
1 1.1475 2 0.85 3 1.5 
LOAD 13 EN 1990:6.10B, COMBINATION  1014
REPEAT LOAD
1 1.1475 2 0.85 4 1.5 
LOAD 14 EN 1990:6.10B, COMBINATION  1016
REPEAT LOAD
1 0.85 2 1.1475 
LOAD 15 EN 1990:6.10B, COMBINATION  1018
REPEAT LOAD
1 0.85 2 1.1475 3 1.5 
LOAD 16 EN 1990:6.10B, COMBINATION  1022
REPEAT LOAD
1 0.85 2 1.1475 4 1.5 
LOAD 17 EN 1990:6.10B, COMBINATION  1024
REPEAT LOAD
1 1.1475 2 1.1475 
LOAD 18 EN 1990:6.10B, COMBINATION  1026
REPEAT LOAD
1 1.1475 2 1.1475 3 1.5 
LOAD 19 EN 1990:6.10B, COMBINATION  1030
REPEAT LOAD
1 1.1475 2 1.1475 4 1.5 
******************************************
LOAD 20 EN 1990:6.10B, COMBINATION  2006
REPEAT LOAD
1 0.85 2 0.85 5 1.5 
LOAD 21 EN 1990:6.10B, COMBINATION  2014
REPEAT LOAD
1 1.1475 2 0.85 5 1.5 
LOAD 22 EN 1990:6.10B, COMBINATION  2022
REPEAT LOAD
1 0.85 2 1.1475 5 1.5 
LOAD 23 EN 1990:6.10B, COMBINATION  2030
REPEAT LOAD
1 1.1475 2 1.1475 5 1.5 
******************************************
LOAD 24 EN 1990:6.10B, COMBINATION  3006
REPEAT LOAD
1 0.85 2 0.85 6 1.5 
LOAD 25 EN 1990:6.10B, COMBINATION  3014
REPEAT LOAD
1 1.1475 2 0.85 6 1.5 
LOAD 26 EN 1990:6.10B, COMBINATION  3022
REPEAT LOAD
1 0.85 2 1.1475 6 1.5 
LOAD 27 EN 1990:6.10B, COMBINATION  3030
REPEAT LOAD
1 1.1475 2 1.1475 6 1.5 
*******************************************
LOAD 28 EN 1990:6.10B, COMBINATION  4006
REPEAT LOAD
1 0.85 2 0.85 7 1.5 
LOAD 29 EN 1990:6.10B, COMBINATION  4014
REPEAT LOAD
1 1.1475 2 0.85 7 1.5 
LOAD 30 EN 1990:6.10B, COMBINATION  4022
REPEAT LOAD
1 0.85 2 1.1475 7 1.5 
LOAD 31 EN 1990:6.10B, COMBINATION  4030
REPEAT LOAD
1 1.1475 2 1.1475 7 1.5 
*******************************************
LOAD 100 EN 1990:6.10B, COMBINATION  1000
REPEAT LOAD
1 1.0 2 1.0 
LOAD 101 EN 1990:6.10B, COMBINATION  1002
REPEAT LOAD
1 1.0 2 1.0 3 1.0 
LOAD 102 EN 1990:6.10B, COMBINATION  1006
REPEAT LOAD
1 1.0 2 1.0 4 1.0 
******************************************
LOAD 103 EN 1990:6.10B, COMBINATION  2006
REPEAT LOAD
1 1.0 2 1.0 5 1.0 
******************************************
LOAD 104 EN 1990:6.10B, COMBINATION  3006
REPEAT LOAD
1 1.0 2 1.0 6 1.0 
*******************************************
LOAD 105 EN 1990:6.10B, COMBINATION  4006
REPEAT LOAD
1 1.0 2 1.0 7 1.0 
LOAD 32 LOADTYPE Wind  TITLE WIND TEST_1
WIND LOAD X 1 TYPE 1 YR 0 10
LOAD 33 LOADTYPE Wind  TITLE WIND TEST_2
WIND LOAD X 1 TYPE 5 YR 0 10
PERFORM ANALYSIS
DEFINE ENVELOPE
8 TO 31 ENVELOPE 1 TYPE STRENGTH
100 TO 105 ENVELOPE 2 TYPE SERVICEABILITY
END DEFINE ENVELOPE
*PARAMETER 1
*CODE EN 1993-1-1:2005
*CAN 1 MEMB 1 3 5 1038
*TORSION 1 MEMB 1 3 5 7 8 1038 1040 1041
*DFF 300 MEMB 1 3 5 1038
*DFF 200 MEMB 7 8 1040 1041
*DJ1 6 MEMB 8 1041
*SGR 2 MEMB 1 3 5 7 8 1038 1040 1041
*RATIO 1 MEMB 1 3 5 1038
*TRACK 4 MEMB 1 3 5 7 8 1038 1040 1041
****column
*CHECK CODE MEMB 1 3 5 1038
***secondary
****fixed primary trans
****fixed primary long
*CHECK CODE MEMB 8 1041
****pinned primary
*CHECK CODE MEMB 7 1040
*LOAD LIST 8 TO 31
*PARAMETER 2
*CODE EN 1993-1-1:2005
*SGR 2 MEMB 1 3 5 7 8 1038 1040 1041
*LY 7 MEMB 8 1041
*LZ 7 MEMB 8 1041
*UNL 3.5 MEMB 8 1041
*KY 1 MEMB 1
*KZ 2.09398 MEMB 1
*KY 1.70873 MEMB 3 1038
*KZ 1.77133 MEMB 3 1038
*KY 0.5 MEMB 5
*KZ 1.82845 MEMB 5
*RATIO 0.8 MEMB 1 3 5 1038
*TRACK 0 MEMB 1 3 5 7 8 13 1038 TO 1041
****column
*CHECK CODE MEMB 1 3 5 1038
***secondary
****fixed primary trans
****fixed primary long
*CHECK CODE MEMB 8 1041
****pinned primary
*CHECK CODE MEMB 7 1040
****vertical brace
*CHECK CODE MEMB 13 1039
****horizontal brace
*CHECK CODE MEMB 1036 1037
LOAD LIST ENV 2
PRINT STORY DRIFT
PERFORM ANALYSIS PRINT ALL
FINISH
