STAAD SPACE 24FT STANDARD CO MODULE ASSEMBLY
START JOB INFORMATION
JOB CLIENT JOHNSON MATTHEY STATIONARY EMISSION CONTROL
ENGINEER DATE 3-21-2017
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET POUND
JOINT COORDINATES
1       0   0   2.46 
REPEAT  3   0   0  2.304
5       0   0   11.833
6       0   0   14.293
REPEAT  3   0   0  2.304
10      0   8.0346 2.46
REPEAT  3   0   0  2.304
14      0   8.0346 11.833
15      0   8.0346 14.293
REPEAT  3   0   0  2.304
19      0   8.172  2.46
REPEAT  3   0   0  2.304
23      0   8.172  11.833
24      0   8.172  14.293
REPEAT  3   0   0  2.304
28      0   16.206 2.46
REPEAT  3   0   0  2.304
32      0   16.206 11.833
33      0   16.206 14.293
REPEAT  3   0   0  2.304
37      0   16.344 2.46
REPEAT  3   0   0  2.304
41      0   16.344 11.833
42      0   16.344 14.293
REPEAT  3   0   0  2.304
46      0   24.378 2.46
REPEAT  3   0   0  2.304
50      0   24.378 11.833
51      0   24.378 14.293
REPEAT  3   0   0  2.304
55      0   24.516 2.46
REPEAT  3   0   0  2.304
59      0   24.516 11.833
60      0   24.516 14.293
REPEAT  3   0   0  2.304
64      0   32.55  2.46
REPEAT  3   0   0  2.304
68      0   32.55  11.833
69      0   32.55  14.293
REPEAT  3   0   0  2.304
73      0   32.688 2.46
REPEAT  3   0   0  2.304
77      0   32.688 11.833
78      0   32.688 14.293
REPEAT  3   0   0  2.304
82      0   40.722 2.46
REPEAT  3   0   0  2.304
86      0   40.722 11.833
87      0   40.722 14.293
REPEAT  3   0   0  2.304
91      0   40.86  2.46
REPEAT  3   0   0  2.304
95      0   40.86  11.833
96      0   40.86  14.293
REPEAT  3   0   0  2.304
100     0   48.894 2.46
REPEAT  3   0   0  2.304
104     0   48.894 11.833
105     0   48.894 14.293
REPEAT  3   0   0  2.304
109     0   49.032 2.46
REPEAT  3   0   0  2.304
113     0   49.032 11.833
114     0   49.032 14.293
REPEAT  3   0   0  2.304
118     0   57.066 2.46
REPEAT  3   0   0  2.304
122     0   57.066 11.833
123     0   57.066 14.293
REPEAT  3   0   0  2.304
127     0   57.204 2.46
REPEAT  3   0   0  2.304
131     0   57.204 11.833
132     0   57.204 14.293
REPEAT  3   0   0  2.304
136     0   65.238 2.46
REPEAT  3   0   0  2.304
140     0   65.238 11.833
141     0   65.238 14.293
REPEAT  3   0   0  2.304
145     0   65.376 2.46
REPEAT  3   0   0  2.304
149     0   65.376 11.833
150     0   65.376 14.293
REPEAT  3   0   0  2.304
154     0   73.41  2.46
REPEAT  3   0   0  2.304
158     0   73.41  11.833
159     0   73.41  14.293
REPEAT  3   0   0  2.304
163     0   73.548 2.46
REPEAT  3   0   0  2.304
167     0   73.548 11.833
168     0   73.548 14.293
REPEAT  3   0   0  2.304
172     0   81.582 2.46
REPEAT  3   0   0  2.304
176     0   81.582 11.833
177     0   81.582 14.293
REPEAT  3   0   0  2.304
1000	0	0	0
1001	0	2.043	0
1002	0	6.00	0
1003	0	8.0346  0
1004	0	8.172	0
1005	0	14.163  0
1006	0	16.206	0
1007	0	16.344	0
1008	0	22.335	0
1009	0	24.378	0
1010	0	24.516	0
1011	0	30.507	0
1012	0	32.55	0
1013	0	32.688	0
1014	0	38.679	0
1015	0	40.722	0
1016	0	40.86 	0
1017	0	46.851	0
1018	0	48.894	0
1019	0	49.032	0
1020	0	55.023	0
1021	0	57.066	0
1022	0	57.204  0
1023    0   63.195  0
1024    0   65.238  0
1025    0   65.376  0
1026    0   71.367  0
1027    0   73.41   0
1028    0   73.548  0
1029    0   79.539  0
1030    0   81.582  0
2000	0	0	23.666
2001	0	2.043	23.666
2002	0	6.00	23.666
2003	0	8.0346  23.666
2004	0	8.172	23.666
2005	0	14.163  23.666
2006	0	16.206	23.666
2007	0	16.344	23.666
2008	0	22.335	23.666
2009	0	24.378	23.666
2010	0	24.516	23.666
2011	0	30.507	23.666
2012	0	32.55	23.666
2013	0	32.688	23.666
2014	0	38.679	23.666
2015	0	40.722	23.666
2016	0	40.86 	23.666
2017	0	46.851	23.666
2018	0	48.894	23.666
2019	0	49.032	23.666
2020	0	55.023	23.666
2021	0	57.066	23.666
2022	0	57.204  23.666
2023    0   63.195  23.666
2024    0   65.238  23.666
2025    0   65.376  23.666
2026    0   71.367  23.666
2027    0   73.41   23.666
2028    0   73.548  23.666
2029    0   79.539  23.666
2030    0   81.582  23.666
MEMBER INCIDENCES
*BEAMS TUBE6X4X1/4
1 1000 1; 2 1 2 9; 10 9 2000
11 1004 19; 12 19 20 19; 20 27 2004;
21 1007 37; 22 37 38 29; 30 45 2007;
31 1010 55; 32 55 56 39; 40 63 2010;
41 1013 73; 42 73 74 49; 50 81 2013;
51 1016 91; 52 91 92 59; 60 99 2016;
61 1019 109; 62 109 110 69; 70 117 2019;
71 1022 127; 72 127 128 79; 80 135 2022;
81 1025 145; 82 145 146 89; 90 153 2025;
91 1028 163; 92 163 164 99; 100 171 2028;
*BEAMS CHANNEL C7X9.8
101 1003 10; 102 10 11 109; 110 18 2003;
111 1006 28; 112 28 29 119; 120 36 2006;
121 1009 46; 122 46 47 129; 130 54 2009;
131 1012 64; 132 64 65 139; 140 72 2012;
141 1015 82; 142 82 83 149; 150 90 2015;
151 1018 100; 152 100 101 159; 160 108 2018;
161 1021 118; 162 118 119 169; 170 126 2021;
171 1024 136; 172 136 137 179; 180 144 2024;
181 1027 154; 182 154 155 189; 190 162 2027;
191 1030 172; 192 172 173 199; 200 180 2030;
*COLUMNS
1001 1000 1001 
REPEAT 29 1 1
2001 2000 2001 
REPEAT 29 1 1
3001 5 14; 3002 23 32; 3003 41 50; 3004 59 68; 3005 77 86; 3006 95 104;
3007 113 122; 3008 131 140; 3009 149 158; 3010 167 176; 
*T MEMBERS
4001 1 10 4004; 4005 6 15 4008; 4009 19 28 4012; 4013 24 33 4016;
4017 37 46 4020; 4021 42 51 4024; 4025 55 64 4028; 4029 60 69 4032;
4033 73 82 4036; 4037 78 87 4040; 4041 91 100 4044; 4045 96 105 4048;
4049 109 118 4052; 4053 114 123 4056; 4057 127 136 4060; 4061 132 141 4064; 
4065 145 154 4068; 4069 150 159 4072; 4073 163 172 4076; 4077 168 177 4080;
UNIT INCHES POUND
START USER TABLE
TABLE 1
UNIT INCHES KIP
TEE
Tee
*1/4" plate
1.688 5.25 1.75 0.25 0.25 4.84 0.118 0.036 2.069 1.3125 0.4375
END
MEMBER PROPERTY AMERICAN
1 TO 100 3001 TO 3010 TABLE ST TUB60404
1001 1002 TO 1029 BY 3 1003 TO 1030 BY 3 TA ST TUB60404
2001 2002 TO 2029 BY 3 2003 TO 2030 BY 3 TA ST TUB60404
1004 TO 1028 BY 3 2004 TO 2028 BY 3 PRIS AX 1E05 IX 1E07 IY 1E07 IZ 1E07
101 TO 200 TA ST C7X9
UNIT INCHES KIP
MEMBER PROPERTY
4001 TO 4080 UPTABLE 1 Tee
UNIT INCHES POUND
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.43e+007
POISSON 0.3
DENSITY 0.284
ALPHA 7.39e-006
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL ALL
BETA -90 MEMB 1 TO 200
*MEMBER OFFSET 
*4001 TO 4080 START 0 2 0
*4001 TO 4080 END  0 -2 0
SUPPORTS
1000 FIXED BUT MX MY MZ
2000 FIXED BUT FX FZ MX MY MZ
5 FIXED BUT FX FZ MX MY MZ
1001 1002 1005 TO 1029 BY 3 FIXED BUT FY MX MY MZ
2001 2002 2005 TO 2029 BY 3 FIXED BUT FY FZ MX MY MZ
MEMBER RELEASE
1004 TO 1028 BY 3 2004 TO 2028 BY 3 START MY MZ 
1004 TO 1028 BY 3 2004 TO 2028 BY 3 END MY MZ
UNIT FEET POUND
LOAD 1 SELFWEIGHT
SELFWEIGHT Y -1
*************************************************************************
LOAD 2 THERMAL GROWTH OF 780 DEG F
TEMPERATURE LOAD
1 TO 200 1001 TO 1030 2001 TO 2030 3001 TO 3010 4001 TO 4080 TEMP 780
*************************************************************************
LOAD 3 DEAD LOAD 40 LB/BLOCK
SELFWEIGHT Y -1
MEMBER LOAD
* CO BLOCK 57LB*4/(26.75/12)*1.2=123 PLF
* UNIFORM LOAD ON THE BOTTOM BEAM
1 TO 100 UNI GY -123
*************************************************************************
LOAD 4 OPERATING LOAD OF 1.3" wc or 26 PSF
MEMBER LOAD
*26*(0.151+2.3/2)=34 PLF, TRIBUTARY UNIFORM LOAD ON SIDE COLUMNS
1001 1002 TO 1029 BY 3 1003 TO 1030 BY 3 UNI GX 34
2001 2002 TO 2029 BY 3 2003 TO 2030 BY 3 UNI GX 34
*34*2=68 PLF UNIFORM LOAD ON MID COLUMNS
3001 TO 3010 UNI GX 68
*26*2.3=59.8 PLF TRIBUTARY UNIFORM LOAD ON THE T's
4001 TO 4080 UNI GX 59.8
*************************************************************************
LOAD 5 SEISMIC LOAD OF 0.4W IN X-DIRECTION
SELFWEIGHT X 0.4
*CO BLOCK 0.4*4*57*1.2/7.91=13.84 PLF UNIFORM ON T's & MID COLUMNS
MEMBER LOAD 
3001 TO 3010 4001 TO 4080 UNI GX 13.84
*CO BLOCK 3.88/2 UNIFORM ON SIDE COLUMNS
1001 1002 TO 1029 BY 3 1003 TO 1030 BY 3 UNI GX 6.92
2001 2002 TO 2029 BY 3 2003 TO 2030 BY 3 UNI GX 6.92
*************************************************************************
LOAD 6 SEISMIC LOAD OF 0.4W IN Z-DIRECTION
SELFWEIGHT Z 0.4
*CO BLOCK 0.4*4*57*1.2/7.91=13.84 PLF UNIFORM ON T's & COLUMNS
MEMBER LOAD
2001 2002 TO 2029 BY 3 2003 TO 2030 BY 3 UNI GZ 13.84
3001 TO 3010 4001 TO 4080 UNI GZ 13.84
*************************************************************************
LOAD 7 SEISMIC LOAD OF -0.4W IN Z-DIRECTION
SELFWEIGHT Z -0.4
*CO BLOCK 0.4*4*57*1.2/7.91=13.84 PLF UNIFORM ON T's & COLUMNS
MEMBER LOAD
1001 1002 TO 1029 BY 3 1003 TO 1030 BY 3 UNI GZ -13.84
3001 TO 3010 4001 TO 4080 UNI GZ -13.84
LOAD 8 SEISMIC LOAD OF 0.193W IN Y-DIRECTION
REPEAT LOAD
3 0.193
*************************************************************************
LOAD 9 COMB 1.4DL+1.4OP
REPEAT LOAD
3 1.4 4 1.4
LOAD 10 COMB 1.2(DL+OP)+1.0EX+1.0EY
REPEAT LOAD
3 1.2 4 1.2 5 1.0 8 1.0
LOAD 11 COMB 1.2(DL+OP)-1.0EX+1.0EY
REPEAT LOAD
3 1.2 4 1.2 5 -1.0 8 1.0
LOAD 12 COMB 1.2(DL+OP)+1.0EZ+1.0EY
REPEAT LOAD
3 1.2 4 1.2 6 1.0 8 1.0
LOAD 13 COMB 1.2(DL+OP)-1.0EZ+1.0EY
REPEAT LOAD
3 1.2 4 1.2 7 1.0 8 1.0
PERFORM ANALYSIS PRINT STATIC CHECK
PRINT SUPPORT REACTION
LOAD LIST 9 TO 13
UNIT INCHES KIP
PARAMETER 1
CODE LRFD
*METHOD LRFD
* Fy=0.71*36=25.56 ksi FOR PLATE
FYLD 25.56 4001 TO 4080 
* FY=0.71*46=32.66 ksi FOR TUBE
FYLD 32.66 1 TO 200 1001 TO 1030, 2001 TO 2030, 3001 TO 3010
LY 91 MEM 1001 TO 1030 2001 TO 2030
LZ 91 MEM 1001 TO 1030 2001 TO 2030
LX 22.375 MEM 4001 TO 4080
LY 22.375 MEM 4001 TO 4080
KY 0.65 MEM 4001 TO 4080
KZ 0.65 MEM 4001 TO 4080
*MAIN 300 MEM 301 TO 310
*TMAIN 300 MEM 301 TO 310
TRACK 1 MEM 4001 TO 4080 
CHECK CODE ALL
FINISH

