STAAD SPACE SUPERSTRUCTURE
START JOB INFORMATION
JOB NAME Residential Building
ENGINEER DATE 29-Jan-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 6.725 0 0; 3 9.675 0 0; 4 16.4 0 0; 5 0 1.5 0; 6 6.725 1.5 0;
7 9.675 1.5 0; 8 16.4 1.5 0; 9 0 4.65 0; 10 6.725 4.65 0; 11 9.675 4.65 0;
12 16.4 4.65 0; 13 0 7.8 0; 14 6.725 7.8 0; 15 9.675 7.8 0; 16 16.4 7.8 0;
17 0 10.95 0; 18 6.725 10.95 0; 19 9.675 10.95 0; 20 16.4 10.95 0; 21 0 14.1 0;
22 6.725 14.1 0; 23 9.675 14.1 0; 24 16.4 14.1 0; 25 0 17.25 0;
26 6.725 17.25 0; 27 9.675 17.25 0; 28 16.4 17.25 0; 29 0 0 3.775;
30 6.725 0 3.775; 31 9.675 0 3.775; 32 16.4 0 3.775; 33 0 1.5 3.775;
34 6.725 1.5 3.775; 35 9.675 1.5 3.775; 36 16.4 1.5 3.775; 37 0 4.65 3.775;
38 6.725 4.65 3.775; 39 9.675 4.65 3.775; 40 16.4 4.65 3.775; 41 0 7.8 3.775;
42 6.725 7.8 3.775; 43 9.675 7.8 3.775; 44 16.4 7.8 3.775; 45 0 10.95 3.775;
46 6.725 10.95 3.775; 47 9.675 10.95 3.775; 48 16.4 10.95 3.775;
49 0 14.1 3.775; 50 6.725 14.1 3.775; 51 9.675 14.1 3.775; 52 16.4 14.1 3.775;
53 0 17.25 3.775; 54 6.725 17.25 3.775; 55 9.675 17.25 3.775;
56 16.4 17.25 3.775; 57 0 0 8.675; 58 6.725 0 8.675; 59 9.675 0 8.675;
60 16.4 0 8.675; 61 0 1.5 8.675; 62 6.725 1.5 8.675; 63 9.675 1.5 8.675;
64 16.4 1.5 8.675; 65 0 4.65 8.675; 66 6.725 4.65 8.675; 67 9.675 4.65 8.675;
68 16.4 4.65 8.675; 69 0 7.8 8.675; 70 6.725 7.8 8.675; 71 9.675 7.8 8.675;
72 16.4 7.8 8.675; 73 0 10.95 8.675; 74 6.725 10.95 8.675;
75 9.675 10.95 8.675; 76 16.4 10.95 8.675; 77 0 14.1 8.675;
78 6.725 14.1 8.675; 79 9.675 14.1 8.675; 80 16.4 14.1 8.675; 81 0 17.25 8.675;
82 6.725 17.25 8.675; 83 9.675 17.25 8.675; 84 16.4 17.25 8.675;
87 6.725 3.6 8.675; 88 9.675 3.6 8.675; 89 6.725 6.75 8.675;
90 9.675 6.75 8.675; 91 6.725 9.9 8.675; 92 9.675 9.9 8.675;
93 6.725 13.05 8.675; 94 9.675 13.05 8.675; 95 6.725 16.2 8.675;
96 9.675 16.2 8.675; 97 3.1 1.5 0; 98 3.1 4.65 0; 99 3.1 7.8 0;
100 3.1 10.95 0; 101 3.1 14.1 0; 102 3.1 17.25 0; 103 3.1 1.5 3.775;
104 3.1 4.65 3.775; 105 3.1 7.8 3.775; 106 3.1 10.95 3.775; 107 3.1 14.1 3.775;
108 3.1 17.25 3.775; 109 3.1 1.5 8.675; 110 3.1 4.65 8.675; 111 3.1 7.8 8.675;
112 3.1 10.95 8.675; 113 3.1 14.1 8.675; 114 3.1 17.25 8.675; 115 13.3 1.5 0;
116 13.3 4.65 0; 117 13.3 7.8 0; 118 13.3 10.95 0; 119 13.3 14.1 0;
120 13.3 17.25 0; 121 13.3 1.5 3.775; 122 13.3 4.65 3.775; 123 13.3 7.8 3.775;
124 13.3 10.95 3.775; 125 13.3 14.1 3.775; 126 13.3 17.25 3.775;
127 13.3 1.5 8.675; 128 13.3 4.65 8.675; 129 13.3 7.8 8.675;
130 13.3 10.95 8.675; 131 13.3 14.1 8.675; 132 13.3 17.25 8.675;
135 6.725 0.9505 8.675; 136 9.675 0.9505 8.675;
MEMBER INCIDENCES
177 87 66; 178 88 67; 179 89 70; 180 90 71; 181 91 74; 182 92 75; 183 93 78;
184 94 79; 185 95 82; 186 96 83; 31001 1 5; 31002 29 33; 31003 57 61;
31004 2 6; 31005 30 34; 31006 58 135; 31009 3 7; 31010 31 35; 31011 59 136;
31015 4 8; 31016 32 36; 31017 60 64; 32001 5 9; 32002 6 10; 32003 7 11;
32004 8 12; 32005 33 37; 32006 34 38; 32007 35 39; 32008 36 40; 32009 61 65;
32010 62 87; 32011 63 88; 32012 64 68; 33001 9 13; 33002 37 41; 33003 65 69;
33004 66 89; 33005 10 14; 33006 38 42; 33007 67 90; 33008 11 15; 33009 39 43;
33010 12 16; 33011 40 44; 33012 68 72; 34001 13 17; 34002 41 45; 34003 69 73;
34004 70 91; 34005 14 18; 34006 42 46; 34007 71 92; 34008 15 19; 34009 43 47;
34010 16 20; 34011 44 48; 34012 72 76; 35001 17 21; 35002 45 49; 35003 73 77;
35004 74 93; 35005 18 22; 35006 46 50; 35007 75 94; 35008 19 23; 35009 47 51;
35010 20 24; 35011 48 52; 35012 76 80; 36001 21 25; 36002 49 53; 36003 77 81;
36004 78 95; 36005 22 26; 36006 50 54; 36007 79 96; 36008 23 27; 36009 51 55;
36010 24 28; 36011 52 56; 36012 80 84; 36013 135 62; 36014 136 63; 81001 5 33;
81002 33 61; 81003 5 97; 81004 33 103; 81005 61 109; 81008 97 6; 81009 103 34;
81010 109 62; 81011 6 34; 81012 34 62; 81013 135 136; 81014 6 7; 81015 34 35;
81016 7 35; 81017 35 63; 81018 7 115; 81019 35 121; 81020 63 127; 81023 115 8;
81024 121 36; 81025 127 64; 81026 8 36; 81027 36 64; 82001 9 37; 82002 37 65;
82003 9 98; 82004 37 104; 82005 65 110; 82008 98 10; 82009 104 38;
82010 110 66; 82011 10 38; 82012 38 66; 82013 87 88; 82014 10 11; 82015 38 39;
82016 11 39; 82017 39 67; 82018 11 116; 82019 39 122; 82020 67 128;
82023 116 12; 82024 122 40; 82025 128 68; 82026 12 40; 82027 40 68;
83001 13 41; 83002 41 69; 83003 13 99; 83004 41 105; 83005 69 111; 83008 99 14;
83009 105 42; 83010 111 70; 83011 14 42; 83012 42 70; 83013 89 90; 83014 14 15;
83015 42 43; 83016 15 43; 83017 43 71; 83018 15 117; 83019 43 123;
83020 71 129; 83023 117 16; 83024 123 44; 83025 129 72; 83026 16 44;
83027 44 72; 84001 17 45; 84002 45 73; 84003 17 100; 84004 45 106;
84005 73 112; 84008 100 18; 84009 106 46; 84010 112 74; 84011 18 46;
84012 46 74; 84013 91 92; 84014 18 19; 84015 46 47; 84016 19 47; 84017 47 75;
84018 19 118; 84019 47 124; 84020 75 130; 84023 118 20; 84024 124 48;
84025 130 76; 84026 20 48; 84027 48 76; 85001 21 49; 85002 49 77; 85003 21 101;
85004 49 107; 85005 77 113; 85008 101 22; 85009 107 50; 85010 113 78;
85011 22 50; 85012 50 78; 85013 93 94; 85014 22 23; 85015 50 51; 85016 23 51;
85017 51 79; 85018 23 119; 85019 51 125; 85020 79 131; 85023 119 24;
85024 125 52; 85025 131 80; 85026 24 52; 85027 52 80; 86001 25 53; 86002 53 81;
86003 25 102; 86004 53 108; 86005 81 114; 86008 102 26; 86009 108 54;
86010 114 82; 86011 26 54; 86012 54 82; 86013 95 96; 86014 26 27; 86015 54 55;
86016 27 55; 86017 55 83; 86018 27 120; 86019 55 126; 86020 83 132;
86023 120 28; 86024 126 56; 86025 132 84; 86026 28 56; 86027 56 84;
88001 97 103; 88002 103 109; 88003 98 104; 88004 104 110; 88005 99 105;
88006 105 111; 88007 100 106; 88008 106 112; 88009 101 107; 88010 107 113;
88011 102 108; 88012 108 114; 88013 115 121; 88014 121 127; 88015 116 122;
88016 122 128; 88017 117 123; 88018 123 129; 88019 118 124; 88020 124 130;
88021 119 125; 88022 125 131; 88023 120 126; 88024 126 132;
INACTIVE MEMBER 88001 TO 88024
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 20000
G 9.28141e+06
ISOTROPIC M20
E 2.23607e+07
POISSON 0.17
DENSITY 25
ALPHA 1e-05
DAMP 0.05
G 9.6151e+06
TYPE CONCRETE
STRENGTH FCU 20000
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
31001 31003 31015 31017 32001 32004 32009 32012 33001 33003 33010 33012 34001 -
34003 34010 34012 35001 35003 35010 35012 36001 36003 36010 -
36012 PRIS YD 0.45 ZD 0.45
81001 TO 81005 81008 TO 81020 81023 TO 81027 85001 TO 85005 85008 TO 85020 -
85023 TO 85027 86001 TO 86005 86008 TO 86020 86023 TO 86026 -
86027 PRIS YD 0.5 ZD 0.3
UNIT MMS NEWTON
MEMBER PROPERTY AMERICAN
88001 88002 88009 TO 88014 88021 TO 88024 PRIS YD 400 ZD 300
UNIT METER KN
MEMBER PROPERTY AMERICAN
177 TO 186 31002 31004 TO 31006 31009 TO 31011 31016 32002 32003 -
32005 TO 32008 32010 32011 33002 33004 TO 33009 33011 34002 34004 TO 34009 -
34011 35002 35004 TO 35009 35011 36002 36004 TO 36009 36011 36013 -
36014 PRIS YD 0.5 ZD 0.5
MEMBER PROPERTY AMERICAN
82001 TO 82005 82008 TO 82020 82023 TO 82027 83001 TO 83005 83008 TO 83020 -
83023 TO 83027 84001 TO 84005 84008 TO 84020 84023 TO 84027 88003 TO 88008 -
88015 TO 88020 PRIS YD 0.525 ZD 0.3
*****************************
START GROUP DEFINITION
MEMBER
_GF_EXWALL 81001 TO 81003 81005 81008 81010 81012 81014 81015 81017 81018 -
81020 81023 81025 TO 81027
_1F_EXWALL 82001 TO 82003 82005 82008 82010 82012 82014 82015 82017 82018 -
82020 82023 82025 TO 82027
_2F_EXWALL 83001 TO 83003 83005 83008 83010 83012 83014 83015 83017 83018 -
83020 83023 83025 TO 83027
_3F_EXWALL 84001 TO 84003 84005 84008 84010 84012 84014 84015 84017 84018 -
84020 84023 84025 TO 84027
_4F_EXWALL 85001 TO 85003 85005 85008 85010 85012 85014 85015 85017 85018 -
85020 85023 85025 TO 85027
_5F_EXWALL 86001 TO 86003 86005 86008 86010 86012 86014 86015 86017 86018 -
86020 86023 86025 TO 86027
_GF_INWALL 81004 81009 81011 81016 81019 81024 88001 88002 88013 88014
_1F_ENWALL 82004 82009 82011 82016 82019 82024 88003 88004 88015 88016
_2F_INWALL 83004 83009 83011 83016 83019 83024 88005 88006 88017 88018
_3F_INWALL 84004 84009 84011 84016 84019 84024 88007 88008 88019 88020
_4F_INWALL 85004 85009 85011 85016 85019 85024 88009 88010 88021 88022
_5F_INWALL 86004 86009 86011 86016 86019 86024 88011 88012 88023 88024
_ST 81013 82013 83013 84013 85013 86013
FLOOR
_WT1 86001 TO 86005 88011 88012
_WT2 86023 TO 86027 88023 88024
_FLOOR01 81001 TO 81005 81008 TO 81012 81014 TO 81020 81023 TO 81027 88001 -
88002 88013 88014
_FLOOR02 82001 TO 82005 82008 TO 82012 82014 TO 82020 82023 TO 82027 88003 -
88004 88015 88016
_FLOOR06 86001 TO 86005 86008 TO 86012 86014 TO 86020 86023 TO 86027 88011 -
88012 88023 88024
_FLOOR03 83001 TO 83005 83008 TO 83012 83014 TO 83020 83023 TO 83027 88005 -
88006 88017 88018
_FLOOR04 84001 TO 84005 84008 TO 84012 84014 TO 84020 84023 TO 84027 88007 -
88008 88019 88020
_FLOOR05 85001 TO 85005 85008 TO 85012 85014 TO 85020 85023 TO 85027 88009 -
88010 88021 88022
JOINT
END GROUP DEFINITION
****************************************
CONSTANTS
MATERIAL M20 ALL
SUPPORTS
1 TO 4 29 TO 32 57 TO 60 FIXED
MEMBER CRACKED
177 TO 186 31001 TO 31005 31009 31010 31015 TO 31017 32001 TO 32012 33001 -
33002 TO 33012 34001 TO 34012 35001 TO 35012 36001 TO 36011 -
36012 REDUCTION RIY 0.700000 RIZ 0.700000
81001 TO 81005 81008 TO 81020 81023 TO 81027 82001 TO 82005 82008 TO 82020 -
82023 TO 82027 83001 TO 83005 83008 TO 83020 83023 TO 83027 84001 TO 84005 -
84008 TO 84020 84023 TO 84027 85001 TO 85005 85008 TO 85020 85023 TO 85027 -
86001 TO 86005 86008 TO 86020 86023 TO 86027 88001 TO 88023 -
88024 REDUCTION RIY 0.500000 RIZ 0.500000
MEMBER OFFSET
81001 81002 81011 81012 81016 81017 81026 81027 82001 82002 82011 82012 82016 -
82017 82026 82027 83001 83002 83011 83012 83016 83017 83026 83027 84001 -
84002 84011 84012 84016 84017 84026 84027 85001 85002 85011 85012 85016 -
85017 85026 85027 START 0 0 0.225
81001 81002 81011 81012 81016 81017 81026 81027 82001 82002 82011 82012 82016 -
82017 82026 82027 83001 83002 83011 83012 83016 83017 83026 83027 84001 -
84002 84011 84012 84016 84017 84026 84027 85001 85002 85011 85012 85016 -
85017 85026 85027 END 0 0 -0.225
88001 TO 88010 88013 TO 88022 START 0 0 0.15
88001 TO 88010 88013 TO 88022 END 0 0 -0.15
81003 TO 81005 81013 TO 81015 81018 TO 81020 82003 TO 82005 82013 TO 82015 -
82018 TO 82020 83003 TO 83005 83013 TO 83015 83018 TO 83020 84003 TO 84005 -
84013 TO 84015 84018 TO 84020 85003 TO 85005 85013 TO 85015 85018 TO 85020 -
86013 START 0.225 0 0
81008 TO 81010 81013 TO 81015 81023 TO 81025 82008 TO 82010 82013 TO 82015 -
82023 TO 82025 83008 TO 83010 83013 TO 83015 83023 TO 83025 84008 TO 84010 -
84013 TO 84015 84023 TO 84025 85008 TO 85010 85013 TO 85015 85023 TO 85025 -
86013 END -0.225 0 0
86001 TO 86005 86008 TO 86012 86014 TO 86020 86023 TO 86027 START 0 -0.225 0
86001 TO 86005 86008 TO 86012 86014 TO 86020 86023 TO 86027 END 0 -0.225 0
88011 88012 88023 88024 START 0 -0.2 0
88011 88012 88023 88024 END 0 -0.2 0
*********************************
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y 1 
MEMBER LOAD
81001 TO 81003 81005 81008 81010 81012 81014 81015 81017 81018 81020 81023 -
81025 TO 81027 82001 TO 82003 82005 82008 82010 82012 82014 82015 82017 -
82018 82020 82023 82025 TO 82027 83001 TO 83003 83005 83008 83010 83012 -
83014 83015 83017 83018 83020 83023 83025 TO 83027 84001 TO 84003 84005 -
84008 84010 84012 84014 84015 84017 84018 84020 84023 84025 TO 84027 85001 -
85002 TO 85003 85005 85008 85010 85012 85014 85015 85017 85018 85020 85023 -
85025 TO 85027 UNI GY 10
86001 TO 86005 86008 TO 86012 86014 TO 86020 86023 TO 86027 88011 88012 88023 -
88024 UNI GY 4
81004 81009 81011 81016 81019 81024 82004 82009 82011 82016 82019 82024 83004 -
83009 83011 83016 83019 83024 84004 84009 84011 84016 84019 84024 85004 -
85009 85011 85016 85019 85024 88001 TO 88010 88013 TO 88022 UNI GY 8
FLOOR LOAD
_FLOOR02 FLOAD 3.75 GY
_FLOOR06 FLOAD 3.75 GY
_FLOOR03 FLOAD 3.75 GY
_FLOOR04 FLOAD 3.75 GY
_FLOOR05 FLOAD 3.75 GY
MEMBER LOAD
81013 82013 83013 84013 85013 86013 UNI GY 15
FLOOR LOAD
YRANGE 17.25 17.25 FLOAD 2 XRANGE 0 3.1  ZRANGE 0 8.675  GY
YRANGE 17.25 17.25 FLOAD 2 XRANGE 13.3 16.4  ZRANGE 0 8.675  GY
LOAD R2 LOADTYPE Live  TITLE LL
FLOOR LOAD
_FLOOR02 FLOAD 2.5 GY
_FLOOR06 FLOAD 2.5 GY
_FLOOR03 FLOAD 2.5 GY
_FLOOR04 FLOAD 2.5 GY
_FLOOR05 FLOAD 1.5 GY
END DEFINE REFERENCE LOADS
***************************
DEFINE IS1893 2016 LOAD
ZONE 0.36 RF 3 I 1.2 SS 2 ST 4 DM 0.05 PX 0.3834 PZ 0.5271
REFERENCE LOAD Y
R1 1.0 R2 0.5 
LOAD 1 LOADTYPE Seismic  TITLE EQ+X+E
1893 LOAD X 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE EQ+Z-E
1893 LOAD X 1 DEC 1 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Seismic  TITLE EQ-X+E
1893 LOAD X -1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE Seismic  TITLE EQ-X-E
1893 LOAD X -1 DEC 1 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 5 LOADTYPE Seismic  TITLE EQ+Z+E
1893 LOAD Z 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 6 LOADTYPE Seismic  TITLE EQ+Z-E
1893 LOAD Z 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 7 LOADTYPE Seismic  TITLE EQ-Z+E
1893 LOAD Z -1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 8 LOADTYPE Seismic  TITLE EQ-Z-E
1893 LOAD Z -1 DEC 1 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 9 LOADTYPE Dead  TITLE DL
REFERENCE LOAD
R1 -1.0 
LOAD 10 LOADTYPE Live  TITLE LL
REFERENCE LOAD
R2 -1.0 
LOAD COMB 101 ULC, 1.5 DEAD + 1.5 LIVE
9 1.5 10 1.5 
LOAD COMB 102 ULC, 1.2 DEAD + 1.2 LIVE
9 1.2 10 1.2 
LOAD COMB 103 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (1)
9 1.2 10 1.2 1 1.2 
LOAD COMB 104 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (2)
9 1.2 10 1.2 2 1.2 
LOAD COMB 105 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (3)
9 1.2 10 1.2 3 1.2 
LOAD COMB 106 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (4)
9 1.2 10 1.2 4 1.2 
LOAD COMB 107 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (5)
9 1.2 10 1.2 5 1.2 
LOAD COMB 108 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (6)
9 1.2 10 1.2 6 1.2 
LOAD COMB 109 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (7)
9 1.2 10 1.2 7 1.2 
LOAD COMB 110 ULC, 1.2 DEAD + 1.2 LIVE + 1.2 SEISMIC (8)
9 1.2 10 1.2 8 1.2 
LOAD COMB 111 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (1)
9 1.2 10 1.2 1 -1.2 
LOAD COMB 112 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (2)
9 1.2 10 1.2 2 -1.2 
LOAD COMB 113 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (3)
9 1.2 10 1.2 3 -1.2 
LOAD COMB 114 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (4)
9 1.2 10 1.2 4 -1.2 
LOAD COMB 115 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (5)
9 1.2 10 1.2 5 -1.2 
LOAD COMB 116 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (6)
9 1.2 10 1.2 6 -1.2 
LOAD COMB 117 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (7)
9 1.2 10 1.2 7 -1.2 
LOAD COMB 118 ULC, 1.2 DEAD + 1.2 LIVE + -1.2 SEISMIC (8)
9 1.2 10 1.2 8 -1.2 
LOAD COMB 119 ULC, 1.5 DEAD
9 1.5 
LOAD COMB 120 ULC, 1.5 DEAD + 1.5 SEISMIC (1)
9 1.5 1 1.5 
LOAD COMB 121 ULC, 1.5 DEAD + 1.5 SEISMIC (2)
9 1.5 2 1.5 
LOAD COMB 122 ULC, 1.5 DEAD + 1.5 SEISMIC (3)
9 1.5 3 1.5 
LOAD COMB 123 ULC, 1.5 DEAD + 1.5 SEISMIC (4)
9 1.5 4 1.5 
LOAD COMB 124 ULC, 1.5 DEAD + 1.5 SEISMIC (5)
9 1.5 5 1.5 
LOAD COMB 125 ULC, 1.5 DEAD + 1.5 SEISMIC (6)
9 1.5 6 1.5 
LOAD COMB 126 ULC, 1.5 DEAD + 1.5 SEISMIC (7)
9 1.5 7 1.5 
LOAD COMB 127 ULC, 1.5 DEAD + 1.5 SEISMIC (8)
9 1.5 8 1.5 
LOAD COMB 128 ULC, 1.5 DEAD + -1.5 SEISMIC (1)
9 1.5 1 -1.5 
LOAD COMB 129 ULC, 1.5 DEAD + -1.5 SEISMIC (2)
9 1.5 2 -1.5 
LOAD COMB 130 ULC, 1.5 DEAD + -1.5 SEISMIC (3)
9 1.5 3 -1.5 
LOAD COMB 131 ULC, 1.5 DEAD + -1.5 SEISMIC (4)
9 1.5 4 -1.5 
LOAD COMB 132 ULC, 1.5 DEAD + -1.5 SEISMIC (5)
9 1.5 5 -1.5 
LOAD COMB 133 ULC, 1.5 DEAD + -1.5 SEISMIC (6)
9 1.5 6 -1.5 
LOAD COMB 134 ULC, 1.5 DEAD + -1.5 SEISMIC (7)
9 1.5 7 -1.5 
LOAD COMB 135 ULC, 1.5 DEAD + -1.5 SEISMIC (8)
9 1.5 8 -1.5 
LOAD COMB 136 ULC, 0.9 DEAD
9 0.9 
LOAD COMB 137 ULC, 0.9 DEAD + 1.5 SEISMIC (1)
9 0.9 1 1.5 
LOAD COMB 138 ULC, 0.9 DEAD + 1.5 SEISMIC (2)
9 0.9 2 1.5 
LOAD COMB 139 ULC, 0.9 DEAD + 1.5 SEISMIC (3)
9 0.9 3 1.5 
LOAD COMB 140 ULC, 0.9 DEAD + 1.5 SEISMIC (4)
9 0.9 4 1.5 
LOAD COMB 141 ULC, 0.9 DEAD + 1.5 SEISMIC (5)
9 0.9 5 1.5 
LOAD COMB 142 ULC, 0.9 DEAD + 1.5 SEISMIC (6)
9 0.9 6 1.5 
LOAD COMB 143 ULC, 0.9 DEAD + 1.5 SEISMIC (7)
9 0.9 7 1.5 
LOAD COMB 144 ULC, 0.9 DEAD + 1.5 SEISMIC (8)
9 0.9 8 1.5 
LOAD COMB 145 ULC, 0.9 DEAD + -1.5 SEISMIC (1)
9 0.9 1 -1.5 
LOAD COMB 146 ULC, 0.9 DEAD + -1.5 SEISMIC (2)
9 0.9 2 -1.5 
LOAD COMB 147 ULC, 0.9 DEAD + -1.5 SEISMIC (3)
9 0.9 3 -1.5 
LOAD COMB 148 ULC, 0.9 DEAD + -1.5 SEISMIC (4)
9 0.9 4 -1.5 
LOAD COMB 149 ULC, 0.9 DEAD + -1.5 SEISMIC (5)
9 0.9 5 -1.5 
LOAD COMB 150 ULC, 0.9 DEAD + -1.5 SEISMIC (6)
9 0.9 6 -1.5 
LOAD COMB 151 ULC, 0.9 DEAD + -1.5 SEISMIC (7)
9 0.9 7 -1.5 
LOAD COMB 152 ULC, 0.9 DEAD + -1.5 SEISMIC (8)
9 0.9 8 -1.5 
PERFORM ANALYSIS
DEFINE ENVELOPE
101 TO 152 ENVELOPE 1 TYPE STRENGTH
END DEFINE ENVELOPE
START CONCRETE DESIGN
CODE INDIAN
MAXMAIN 25 ALL
MAXSEC 16 ALL
MINMAIN 10 ALL
MINSEC 8 ALL
MMAG 1.4 ALL
RATIO 6 ALL
TRACK 2 ALL
CLB 0.03 MEMB 81001 TO 81005 81008 TO 81020 81023 TO 81027 82001 TO 82005 -
82008 TO 82020 82023 TO 82027 83001 TO 83005 83008 TO 83020 83023 TO 83027 -
84001 TO 84005 84008 TO 84020 84023 TO 84027 85001 TO 85005 85008 TO 85020 -
85023 TO 85027 86001 TO 86005 86008 TO 86020 86023 TO 86027 88001 TO 88024
CLT 0.03 MEMB 81001 TO 81005 81008 TO 81020 81023 TO 81027 82001 TO 82005 -
82008 TO 82020 82023 TO 82027 83001 TO 83005 83008 TO 83020 83023 TO 83027 -
84001 TO 84005 84008 TO 84020 84023 TO 84027 85001 TO 85005 85008 TO 85020 -
85023 TO 85027 86001 TO 86005 86008 TO 86020 86023 TO 86027 88001 TO 88024
FC 20000 ALL
FYMAIN 500000 ALL
FYSEC 250000 ALL
DESIGN COLUMN 177 TO 186 31001 TO 31006 31009 TO 31011 31015 TO 31017 32001 -
32002 TO 32012 33001 TO 33012 34001 TO 34012 35001 TO 35012 36001 TO 36014
END CONCRETE DESIGN
LOAD LIST 101 TO 152
PERFORM ANALYSIS PRINT ALL
FINISH
