staad input file
DESCRIPTION
staad input file for buildingTRANSCRIPT
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 09-Apr-15END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 -0.875 0; 2 0 -0.875 5.36; 3 0 -0.875 12.37; 4 0 -0.875 17.17;5 1.01 -0.875 5.36; 6 1.01 -0.875 8.83; 7 1.01 -0.875 12.37;8 5.65 -0.875 5.36; 9 5.65 -0.875 8.83; 10 5.65 -0.875 12.37; 11 7.5 -0.875 0;12 7.5 -0.875 4.14; 13 7.5 -0.875 12.37; 14 7.5 -0.875 17.17;15 7.5 -0.875 20.275; 16 12.96 -0.875 0; 17 12.96 -0.875 4.14;18 12.96 -0.875 12.37; 19 12.96 -0.875 17.17; 20 12.96 -0.875 20.275;21 14.81 -0.875 5.36; 22 14.81 -0.875 8.83; 23 14.81 -0.875 12.37;24 19.37 -0.875 5.36; 25 19.37 -0.875 8.83; 26 19.37 -0.875 12.37;27 20.38 -0.875 0; 28 20.38 -0.875 4.14; 29 20.38 -0.875 12.37;30 20.38 -0.875 17.17; 33 0 0 0; 34 0 0 5.36; 35 0 0 12.37; 36 0 0 17.17;37 0 4.7 0; 38 0 4.7 5.36; 39 0 4.7 12.37; 40 0 4.7 17.17; 41 0 8 12.37;42 0 8 17.17; 43 1.01 0 5.36; 44 1.01 0 8.83; 45 1.01 0 12.37;46 1.01 3.05 5.36; 47 1.01 3.05 8.83; 48 1.01 4.7 5.36; 49 1.01 4.7 8.83;50 1.01 4.7 10.6; 51 1.01 4.7 12.37; 52 1.01 6.35 5.36; 53 1.01 6.35 8.83;54 1.01 8 5.36; 55 1.01 8 8.83; 56 1.01 8 12.37; 57 1.01 9.1 8.83;58 1.01 9.1 10.6; 59 1.01 9.1 12.37; 60 1.01 10.6 5.36; 61 1.01 10.6 8.83;62 3.33 9.1 8.83; 63 3.33 9.1 10.6; 64 3.33 9.1 12.37; 65 3.75 4.7 12.37;66 3.75 4.7 17.17; 67 3.75 8 12.37; 68 3.75 8 17.17; 69 3.96 4.7 0;70 3.96 4.7 5.36; 71 5.65 0 5.36; 72 5.65 0 8.83; 73 5.65 0 12.37;74 5.65 4.7 5.36; 75 5.65 4.7 8.83; 76 5.65 4.7 10.6; 77 5.65 4.7 12.37;78 5.65 8 5.36; 79 5.65 8 8.83; 80 5.65 8 12.37; 81 5.65 9.1 8.83;82 5.65 9.1 10.6; 83 5.65 9.1 12.37; 84 5.65 10.6 5.36; 85 5.65 10.6 8.83;86 7.5 0 -1.02; 88 7.5 0 4.14; 89 7.5 0 5.36; 90 7.5 0 12.37; 91 7.5 0 15.87;92 7.5 0 17.17; 93 7.5 0 20.275; 94 7.5 4.7 -1.02; 97 7.5 4.7 4.14;98 7.5 4.7 5.36; 99 7.5 4.7 10.52; 100 7.5 4.7 12.37; 101 7.5 4.7 15.87;102 7.5 4.7 17.17; 103 7.5 4.7 20.275; 104 7.5 8 5.36; 105 7.5 8 10.52;106 7.5 8 12.37; 107 7.5 8 15.87; 108 7.5 8 17.17; 109 7.5 10.6 5.36;110 7.5 10.6 8.83; 113 10.23 4.7 4.14; 114 10.23 8 12.37; 115 10.23 8 15.87;116 12.96 0 -1.02; 118 12.96 0 4.14; 119 12.96 0 5.36; 120 12.96 0 12.37;121 12.96 0 15.87; 122 12.96 0 17.17; 123 12.96 0 20.275; 124 12.96 4.7 -1.02;127 12.96 4.7 4.14; 128 12.96 4.7 5.36; 129 12.96 4.7 10.52;130 12.96 4.7 12.37; 131 12.96 4.7 15.87; 132 12.96 4.7 17.17;133 12.96 4.7 20.275; 134 12.96 8 5.36; 135 12.96 8 10.52; 136 12.96 8 12.37;137 12.96 8 15.87; 138 12.96 8 17.17; 139 14.81 0 4.14; 140 14.81 0 5.36;141 14.81 0 8.83; 142 14.81 0 12.37; 143 14.81 4.7 4.14; 144 14.81 4.7 5.36;
145 14.81 4.7 8.83; 146 14.81 4.7 10.6; 147 14.81 4.7 12.37; 148 14.81 8 5.36;149 14.81 8 8.83; 150 14.81 8 12.37; 151 14.81 9.1 8.83; 152 14.81 9.1 10.6;153 14.81 9.1 12.37; 154 16.67 4.7 0; 155 16.67 4.7 4.14; 156 16.67 4.7 12.37;157 16.67 4.7 17.17; 158 16.67 8 12.37; 159 16.67 8 17.17; 160 17.09 9.1 8.83;161 17.09 9.1 10.6; 162 17.09 9.1 12.37; 163 19.37 0 4.14; 164 19.37 0 5.36;165 19.37 0 8.83; 166 19.37 0 12.37; 167 19.37 4.7 4.14; 168 19.37 4.7 5.36;169 19.37 4.7 8.83; 170 19.37 4.7 10.6; 171 19.37 4.7 12.37; 172 19.37 8 5.36;173 19.37 8 8.83; 174 19.37 8 12.37; 175 19.37 9.1 8.83; 176 19.37 9.1 10.6;177 19.37 9.1 12.37; 178 20.38 0 0; 179 20.38 0 4.14; 180 20.38 0 12.37;181 20.38 0 17.17; 182 20.38 4.7 0; 183 20.38 4.7 4.14; 184 20.38 4.7 12.37;185 20.38 4.7 17.17; 186 20.38 8 12.37; 187 20.38 8 17.17; 188 7.5 0 0;189 7.5 4.7 0; 190 12.96 0 0; 191 12.96 4.7 0; 192 10.23 4.7 0;194 1.01 0 15.87; 195 0 0 15.87; 197 19.37 0 15.87; 198 20.38 0 15.87;199 1.01 0 10.6; 200 5.65 0 10.6; 201 14.81 0 10.6; 202 19.37 0 10.6;203 20.38 0 8.83; 204 20.38 0 5.36; 205 3.96 0 0; 206 3.96 0 5.36;207 3.96 0 2.758; 208 0 0 2.758; 209 14.81 0 0; 210 14.81 0 2.273;211 12.96 0 2.273; 212 7.5 0 10.52; 213 12.96 0 10.52; 214 16.583 0 10.6;215 16.583 0 8.83; 216 16.583 0 12.37; 217 3.977 0 10.6; 218 3.977 0 12.37;MEMBER INCIDENCES1001 33 208; 1002 208 34; 1003 35 195; 1004 195 36; 1005 34 43; 1006 45 35;1007 194 195; 1008 36 92; 1009 43 44; 1010 44 199; 1011 199 45; 1012 45 194;1014 33 205; 1015 207 208; 1016 43 206; 1017 199 217; 1018 45 218; 1019 44 72;1020 205 207; 1021 207 206; 1022 217 218; 1023 91 194; 1025 206 71;1026 217 200; 1027 218 73; 1028 71 72; 1029 72 200; 1030 200 73; 1031 205 188;1032 71 89; 1033 73 90; 1034 188 86; 1035 188 88; 1036 88 89; 1037 89 212;1038 212 90; 1039 90 91; 1040 91 92; 1041 92 93; 1042 86 116; 1043 188 190;1044 88 118; 1045 89 119; 1046 212 213; 1047 90 120; 1048 91 121; 1049 92 122;1050 93 123; 1051 190 116; 1052 190 211; 1053 211 118; 1054 118 119;1055 119 213; 1056 213 120; 1057 120 121; 1058 121 122; 1059 122 123;1060 190 209; 1061 210 211; 1062 118 139; 1063 119 140; 1064 120 142;1065 210 209; 1066 139 210; 1067 139 140; 1068 140 141; 1069 141 201;1070 201 142; 1071 141 215; 1072 201 214; 1073 142 216; 1074 121 197;1075 122 181; 1076 214 215; 1077 214 216; 1078 139 163; 1079 140 164;1080 209 178; 1081 215 165; 1082 214 202; 1083 216 166; 1084 163 164;1085 164 165; 1086 165 202; 1087 202 166; 1088 166 197; 1090 163 179;1091 164 204; 1092 165 203; 1093 166 180; 1094 197 198; 1096 178 179;1097 179 204; 1098 204 203; 1099 180 198; 1100 198 181; 2001 46 47; 3001 37 38;3002 39 40; 3003 38 48; 3004 51 39; 3005 49 50; 3006 50 51; 3007 40 66;3008 37 69; 3009 51 65; 3010 48 70; 3011 49 75; 3012 50 76; 3013 66 65;3014 69 70; 3015 65 77; 3016 70 74; 3017 66 102; 3018 74 75; 3019 75 76;3020 76 77; 3021 69 189; 3022 74 98; 3023 77 100; 3024 189 94; 3025 189 97;3026 97 98; 3027 98 99; 3028 99 100; 3029 100 101; 3030 101 102; 3031 102 103;
3032 189 192; 3033 97 113; 3034 94 124; 3035 113 192; 3036 98 128; 3037 99 129;3038 100 130; 3039 101 131; 3040 102 132; 3041 103 133; 3042 192 191;3043 113 127; 3044 191 124; 3045 191 127; 3046 127 128; 3047 128 129;3048 129 130; 3049 130 131; 3050 131 132; 3051 132 133; 3052 127 143;3053 128 144; 3054 130 147; 3055 143 144; 3056 145 144; 3057 145 146;3058 146 147; 3059 191 154; 3060 132 157; 3061 143 155; 3062 147 156;3063 154 155; 3064 157 156; 3065 144 168; 3066 145 169; 3067 146 170;3068 155 167; 3069 156 171; 3070 154 182; 3071 157 185; 3072 167 168;3073 168 169; 3074 169 170; 3075 170 171; 3076 167 183; 3077 171 184;3078 182 183; 3079 184 185; 4001 53 52; 5001 41 42; 5002 56 41; 5003 54 55;5004 55 56; 5005 42 68; 5006 56 67; 5007 54 78; 5008 55 79; 5009 68 67;5010 67 80; 5011 68 108; 5012 78 79; 5013 79 80; 5014 78 104; 5015 80 106;5016 104 105; 5017 105 106; 5018 106 107; 5019 107 108; 5020 106 114;5021 107 115; 5022 104 134; 5023 105 135; 5024 114 115; 5025 108 138;5026 114 136; 5027 115 137; 5028 134 135; 5029 135 136; 5030 136 137;5031 137 138; 5032 134 148; 5033 136 150; 5034 148 149; 5035 149 150;5036 138 159; 5037 150 158; 5038 159 158; 5039 148 172; 5040 149 173;5041 158 174; 5042 159 187; 5043 172 173; 5044 173 174; 5045 174 186;5046 186 187; 6001 58 57; 6002 59 58; 6003 57 62; 6004 58 63; 6005 59 64;6006 62 63; 6007 63 64; 6008 62 81; 6009 63 82; 6010 64 83; 6011 82 81;6012 83 82; 6013 151 152; 6014 152 153; 6015 151 160; 6016 161 152;6017 162 153; 6018 160 161; 6019 161 162; 6020 160 175; 6021 176 161;6022 177 162; 6023 175 176; 6024 176 177; 7001 61 60; 7002 60 84; 7003 85 61;7004 84 85; 7005 84 109; 7006 85 110; 7007 109 110; 10001 33 1; 10002 34 2;10003 35 3; 10004 36 4; 10005 33 37; 10006 34 38; 10007 35 39; 10008 36 40;10009 39 41; 10010 40 42; 10011 43 5; 10012 44 6; 10013 45 7; 10014 43 46;10015 44 47; 10016 45 51; 10017 46 48; 10018 47 49; 10019 48 52; 10020 49 53;10021 51 56; 10022 52 54; 10023 53 55; 10024 55 57; 10025 56 59; 10026 54 60;10027 57 61; 10028 71 8; 10029 72 9; 10030 73 10; 10031 71 74; 10032 72 75;10033 73 77; 10034 74 78; 10035 75 79; 10036 77 80; 10037 79 81; 10038 80 83;10039 78 84; 10040 81 85; 10041 188 11; 10042 88 12; 10043 90 13; 10044 92 14;10045 93 15; 10046 188 189; 10047 88 97; 10048 90 100; 10049 92 102;10050 93 103; 10051 100 106; 10052 102 108; 10053 190 16; 10054 118 17;10055 120 18; 10056 122 19; 10057 123 20; 10058 190 191; 10059 118 127;10060 120 130; 10061 122 132; 10062 123 133; 10063 130 136; 10064 132 138;10065 140 21; 10066 142 23; 10067 141 22; 10068 140 144; 10069 145 141;10070 142 147; 10071 144 148; 10072 149 145; 10073 147 150; 10074 149 151;10075 150 153; 10076 164 24; 10077 166 26; 10078 165 25; 10079 164 168;10080 169 165; 10081 166 171; 10082 168 172; 10083 173 169; 10084 174 171;10085 173 175; 10086 174 177; 10087 178 27; 10088 179 28; 10089 180 29;10090 181 30; 10091 178 182; 10092 179 183; 10093 180 184; 10094 181 185;10095 184 186; 10096 185 187;
START GROUP DEFINITIONJOINT_FIRSTFLOOR 37 TO 40 48 TO 51 65 66 69 70 74 TO 77 94 97 TO 103 113 124 127 -128 TO 133 143 TO 147 154 TO 157 167 TO 171 182 TO 185 189 191 192_ROOF 41 42 54 TO 56 67 68 78 TO 80 104 TO 108 114 115 134 TO 138 148 TO 150 -158 159 172 TO 174 186 187_MUMTY 60 61 84 85 109 110END GROUP DEFINITION************************************************DEFINE MATERIAL STARTISOTROPIC CONCRETEE 2.17185e+007POISSON 0.17DENSITY 23.5616ALPHA 1e-005DAMP 0.05TYPE CONCRETESTRENGTH FCU 27579END DEFINE MATERIALMEMBER PROPERTY INDIAN10002 10006 10076 10079 10082 10088 10092 PRIS YD 0.3 ZD 0.4510003 10007 10009 10011 TO 10041 10046 10053 10054 10058 10059 10066 10067 -10069 10070 10072 TO 10075 10077 10078 10080 10081 10083 TO 10086 10089 -10093 10095 PRIS YD 0.45 ZD 0.310004 10008 10010 10042 TO 10044 10047 TO 10049 10051 10052 10055 10056 10060 -10061 10063 TO 10065 10068 10071 10087 10090 10091 10094 -10096 PRIS YD 0.4 ZD 0.4510001 10005 PRIS YD 0.45 ZD 0.4510045 10050 10057 10062 PRIS YD 0.31001 1002 1005 1006 1008 TO 1012 1015 1017 TO 1019 1022 1026 TO 1028 1032 -1033 1036 TO 1038 1041 1042 1044 TO 1047 1049 1050 1054 TO 1056 1059 1061 -1062 TO 1066 1068 TO 1070 1072 1073 1075 TO 1078 1082 1083 1085 TO 1088 1090 -1093 1096 TO 1098 2001 3003 3013 3018 3031 3037 3039 TO 3041 3051 3055 3056 -3063 3064 3072 3073 4001 5002 TO 5004 5007 TO 5009 5012 5013 5015 5021 5023 -5024 5027 5033 TO 5035 5038 TO 5040 5043 TO 5045 6001 TO 6024 7001 TO 7006 -7007 PRIS YD 0.3 ZD 0.31016 1020 1021 1025 1048 3005 TO 3008 3014 3017 3019 TO 3021 3032 TO 3035 -3042 3043 3052 3057 TO 3061 3068 3070 3071 3074 TO 3076 5001 -5046 PRIS YD 0.4 ZD 0.33012 3067 PRIS YD 0.375 ZD 0.23011 3066 PRIS YD 0.375 ZD 0.31003 1004 1007 1014 1023 1031 1035 1039 1040 1043 1052 1053 1057 1058 1060 -
1071 1074 1079 TO 1081 1091 1092 1094 1099 1100 3001 3002 3009 3010 3015 -3016 3022 TO 3025 3029 3030 3036 3038 3044 3045 3049 3050 3053 3054 3062 -3065 3069 3078 3079 5006 5010 5014 5016 TO 5020 5022 5026 5028 TO 5032 5037 -5041 PRIS YD 0.5 ZD 0.35005 5011 5025 5036 5042 PRIS YD 0.35 ZD 0.31034 1051 1067 1084 3026 TO 3028 3046 TO 3048 PRIS YD 0.6 ZD 0.31029 1030 PRIS YD 0.45 ZD 0.33004 3077 PRIS YD 1 ZD 0.3CONSTANTSMATERIAL CONCRETE ALL********************************SUPPORTS1 TO 30 FIXED****************************************MEMBER RELEASE1015 START MY MZ1015 END MY MZ1020 START MY MZ1021 END MY MZ1067 START MY MZ1066 START MY MZ1065 END MY MZ1061 START MY MZ1061 END MY MZ1012 END MY MZ1023 START MY MZ1007 END MY MZ1074 START MY MZ1088 END MY MZ1094 END MY MZ1048 START MY MZ1048 END MY MZ1017 START MY MZ1026 END MY MZ1022 START MY MZ1022 END MY MZ1072 START MY MZ1082 END MY MZ1076 END MY MZ1077 END MY MZ1012 START MY MZ1088 START MY MZ
5009 START MY MZ5009 END MY MZ5038 START MY MZ5038 END MY MZ5023 START MY MZ5023 END MY MZ5021 START MY MZ5027 END MY MZ5024 START MY MZ5024 END MY MZ1042 START MY MZ1042 END MY MZ3014 START MY MZ3014 END MY MZ3063 START MY MZ3063 END MY MZ3013 END MY MZ3013 START MY MZ3064 START MY MZ3064 END MY MZ3039 START MY MZ3039 END MY MZ3037 START MY MZ3037 END MY MZ3012 START MY MZ3012 END MY MZ3067 START MY MZ3067 END MY MZ3035 START MY MZ3035 END MY MZSLAVE ZX MASTER 40 JOINT 37 TO 40 48 TO 51 65 66 69 70 74 TO 77 94 97 TO 103 -113 124 127 TO 133 143 TO 147 154 TO 157 167 TO 171 182 TO 185 189 191 192SLAVE ZX MASTER 42 JOINT 41 42 54 TO 56 67 68 78 TO 80 104 TO 108 114 115 -134 TO 138 148 TO 150 158 159 172 TO 174 186 187SLAVE ZX MASTER 61 JOINT 60 61 84 85 109 110*****************************DEFINE 1893 ACCIDENTAL LOADZONE 0.16 RF 5 I 1 SS 1 ST 1 DM 0.05 PX 0.155 PZ 0.169 DT 1.5*******************************************SELFWEIGHT 1 LIST 1001 1003 1005 1006 1009 1010 1014 1016 1018 1019 1028 1029 -1032 TO 1037 1039 TO 1042 1044 1045 1047 TO 1052 1054 1055 1057 TO 1060 1062 -1063 TO 1064 1067 TO 1069 1071 1073 1078 1079 1084 TO 1086 1090 1093 1096 -
1099 3001 TO 3024 3026 TO 3031 3033 3036 TO 3041 3043 3044 3046 TO 3079 5001 -5002 TO 5024 5026 TO 5046 6001 TO 6024 7001 TO 7004 10001 TO 10016 -10019 TO 10021 10024 TO 10040 10042 TO 10045 10047 TO 10052 10054 TO 10057 -10059 TO 10096JOINT WEIGHT63 WEIGHT 20161 WEIGHT 20MEMBER WEIGHT1041 1049 1050 1059 UNI 4.751003 1004 1092 1097 TO 1100 UNI 71028 UNI 7 0 1.851001 1002 1014 1016 1018 1025 1027 1031 1034 1035 1039 1040 1042 1044 1051 -1052 TO 1053 1057 1058 1060 1062 1073 1078 1080 1083 1090 1096 3002 3007 3009 -3015 3017 3029 3030 3038 3049 3050 3060 3062 3069 3071 3079 UNI 21.51005 1006 1010 1011 1019 1029 1030 1033 1048 1064 1067 TO 1071 1081 -1084 TO 1087 1093 3004 3010 3011 3016 3022 3023 3036 3038 3039 3053 3054 -3065 3066 3073 3077 UNI 22.53001 3003 3008 3021 3024 3034 3044 3059 3070 3072 3076 3078 5001 5002 5004 -5005 5011 5014 5016 5019 5021 TO 5023 5027 5028 5031 5032 5036 5039 5042 -5043 TO 5046 UNI 53027 3037 3047 UNI 4.753036 5016 5023 5028 UNI 2.253005 3006 UNI 163012 3019 3020 3056 TO 3058 3067 UNI 85003 5007 5012 UNI 11.55008 UNI 46003 6008 UNI 61009 UNI 13.752001 UNI 154001 UNI 6.755003 UNI 11.51028 UNI 28.42 1.85 3.472001 4001 UNI 13.773018 UNI 21.425012 UNI 21.42 0 1.851012 1023 1074 1088 UNI 22.91015 1017 1020 TO 1022 1026 1061 1065 1066 1072 1076 1077 1082 UNI 14.95*MEMBER LOAD live load1028 UNI 1.54 1.85 3.472001 4001 UNI 1.093018 UNI 1.545012 UNI 1.54 0 1.85
*******************************FLOOR WEIGHTYRANGE 1 5 FLOAD 7.322 XRANGE 0 7.5 ZRANGE -1.02 5.36YRANGE 1 5 FLOAD 7.322 XRANGE 7.5 12.96 ZRANGE 0 4.14YRANGE 1 5 FLOAD 7.322 XRANGE 12.96 20.38 ZRANGE 0 4.14YRANGE 1 5 FLOAD 7.322 XRANGE 7.5 12.96 ZRANGE 17.17 20.275YRANGE 1 5 FLOAD 6.822 XRANGE 12.96 20.38 ZRANGE 12.37 17.17YRANGE 1 5 FLOAD 6.822 XRANGE 12.81 19.37 ZRANGE 5.36 8.83YRANGE 1 5 FLOAD 6.822 XRANGE 0 7.5 ZRANGE 12.37 17.17YRANGE 1 5 FLOAD 7.322 XRANGE 12.96 14.81 ZRANGE 4.14 5.36*FLOOR WEIGHTYRANGE 5 8.5 FLOAD 7.322 XRANGE 14.81 19.37 ZRANGE 5.36 12.37YRANGE 5 8.5 FLOAD 7.322 XRANGE 0 20.38 ZRANGE 12.37 15.87YRANGE 5 8.5 FLOAD 7.322 XRANGE 0 7.5 ZRANGE 12.37 17.17YRANGE 5 8.5 FLOAD 7.322 XRANGE 12.96 20.38 ZRANGE 12.37 17.17YRANGE 5 8.5 FLOAD 7.322 XRANGE 1.01 5.65 ZRANGE 5.36 12.37*FLOOR LOADYRANGE 9 10.9 FLOAD 7.322 XRANGE 1.01 7.5 ZRANGE 5.36 8.83***************************LOAD 4 LOADTYPE Live REDUCIBLE TITLE LOAD CASE4***********************************FLOOR LOAD*YRANGE 1 5 FLOAD -1.5 XRANGE 0 7.5 ZRANGE 0 5.36 GY*YRANGE 1 5 FLOAD -1.5 XRANGE 7.5 12.96 ZRANGE 0 4.14 GY*YRANGE 1 5 FLOAD -1.5 XRANGE 12.96 20.38 ZRANGE 0 4.14 GY*YRANGE 1 5 FLOAD -0.75 XRANGE 7.5 12.96 ZRANGE 17.17 20.275 GYYRANGE 1 5 FLOAD 0.5 XRANGE 12.96 20.38 ZRANGE 12.37 17.17YRANGE 1 5 FLOAD 0.5 XRANGE 12.81 19.37 ZRANGE 5.36 8.83YRANGE 1 5 FLOAD 0.5 XRANGE 0 7.5 ZRANGE 12.37 17.17*YRANGE 1 5 FLOAD -1.5 XRANGE 12.96 14.81 ZRANGE 4.14 5.36 GY*FLOOR LOAD*YRANGE 5 8.5 FLOAD -1.5 XRANGE 1.01 5.65 ZRANGE 8.83 12.37 GY*YRANGE 5 8.5 FLOAD -1.5 XRANGE 14.81 19.37 ZRANGE 5.36 12.37 GY*YRANGE 5 8.5 FLOAD -1.5 XRANGE 7.5 12.96 ZRANGE 12.37 15.87 GY*YRANGE 5 8.5 FLOAD -1.5 XRANGE 0 7.5 ZRANGE 12.37 17.17 GY*YRANGE 5 8.5 FLOAD -1.5 XRANGE 12.96 20.38 ZRANGE 12.37 17.17 GY*FLOOR LOAD*YRANGE 9 10.9 FLOAD -0.75 XRANGE 1.01 7.5 ZRANGE 5.36 8.83 GY*******************ONEWAY LOADYRANGE 1 5 ONE 7.322 XRANGE 7.5 12.96 ZRANGE 4.14 5.36 YRANGE 1 5 ONE 7.322 XRANGE 14.81 19.37 ZRANGE 4.14 5.36
YRANGE 1 5 ONE 11.822 XRANGE 1.01 5.65 ZRANGE 5.36 12.37 YRANGE 1 5 ONE 6.822 XRANGE 7.5 12.96 ZRANGE 10.52 12.37 YRANGE 1 5 ONE 11.822 XRANGE 14.81 19.37 ZRANGE 8.83 12.37 YRANGE 1 5 ONE 6.822 XRANGE 5.65 7.5 ZRANGE 5.36 12.37 YRANGE 1 5 ONE 7.322 XRANGE 7.5 12.96 ZRANGE 15.87 17.17 YRANGE 1 5 ONE 6.822 XRANGE 12.96 14.81 ZRANGE 5.36 12.37 YRANGE 1 5 ONE 7.322 XRANGE 7.5 12.96 ZRANGE -1.02 0 **************************ONEWAY LOADYRANGE 5 8.5 ONE 7.322 XRANGE 5.65 7.5 ZRANGE 5.36 12.37 YRANGE 5 8.5 ONE 7.322 XRANGE 7.5 12.96 ZRANGE 10.52 12.37 YRANGE 5 8.5 ONE 7.322 XRANGE 12.96 14.81 ZRANGE 5.36 12.37 *LOAD 4 LOADTYPE Live REDUCIBLE TITLE LOAD CASE4*********************ONEWAY LOAD*YRANGE 1 5 ONE -1.5 XRANGE 7.5 12.96 ZRANGE 4.14 5.36 GY*YRANGE 1 5 ONE -1.5 XRANGE 14.81 19.37 ZRANGE 4.14 5.36 GYYRANGE 1 5 ONE 0.5 XRANGE 1.01 5.65 ZRANGE 5.36 12.37 YRANGE 1 5 ONE 0.75 XRANGE 7.5 12.96 ZRANGE 10.52 12.37 YRANGE 1 5 ONE 0.5 XRANGE 14.81 19.37 ZRANGE 8.83 12.37 YRANGE 1 5 ONE 0.75 XRANGE 5.65 7.5 ZRANGE 5.36 12.37 *YRANGE 1 5 ONE -0.75 XRANGE 7.5 12.96 ZRANGE 15.87 17.17 GYYRANGE 1 5 ONE 0.75 XRANGE 12.96 14.81 ZRANGE 5.36 12.37 *YRANGE 1 5 ONE -1.5 XRANGE 7.5 12.96 ZRANGE -1.02 0 GY***************************ONEWAY LOAD*YRANGE 5 8.5 ONE -1.5 XRANGE 5.65 7.5 ZRANGE 5.36 12.37 GY*YRANGE 5 8.5 ONE -1.5 XRANGE 7.5 12.96 ZRANGE 10.52 12.37 GY*YRANGE 5 8.5 ONE -1.5 XRANGE 12.96 14.81 ZRANGE 5.36 12.37 GY************************LOAD 1 SEISMIC X-DIR1893 LOAD X 1PERFORM ANALYSISCHANGE**********************************LOAD 2 SEISMIC Z-DIR1893 LOAD Z 1PERFORM ANALYSISCHANGE*********************************LOAD 3 LOADTYPE Dead TITLE LOAD CASE 3SELFWEIGHT Y -1 JOINT LOAD
63 161 FY -20MEMBER LOAD1004 1007 1008 1041 1049 1050 1059 1075 1094 1100 UNI GY -4.751003 1037 1045 1046 1055 1092 1097 TO 1099 UNI GY -71028 UNI GY -7 0 1.851001 1002 1014 1016 1018 1025 1027 1031 1034 1035 1039 1040 1042 1044 1051 -1052 TO 1053 1057 1058 1060 1062 1073 1078 1080 1083 1090 1096 3002 3007 3009 -3015 3017 3029 3030 3038 3049 3050 3060 3062 3069 3071 3079 UNI GY -21.51005 1006 1010 1011 1019 1029 1030 1033 1047 1048 1064 1067 TO 1071 1081 1084 -1085 TO 1087 1093 3004 3010 3011 3016 3022 3023 3036 3038 3039 3053 3054 3065 -3066 3073 3077 UNI GY -22.53001 3003 3008 3021 3024 3034 3044 3059 3070 3072 3076 3078 5001 5002 5004 -5005 5011 5014 5016 5019 5021 TO 5023 5027 5028 5031 5032 5036 5039 5042 -5043 TO 5046 UNI GY -53027 3037 3047 UNI GY -4.753036 5016 5023 5028 UNI GY -2.253005 3006 UNI GY -163012 3019 3020 3056 TO 3058 3067 UNI GY -85003 5007 5012 UNI GY -11.55008 UNI GY -46003 6008 UNI GY -61009 UNI GY -13.752001 UNI GY -154001 UNI GY -6.755003 UNI GY -11.51028 UNI GY -28.42 1.85 3.472001 4001 UNI GY -13.773018 UNI GY -21.425012 UNI GY -21.42 0 1.851012 1023 1074 1088 UNI GY -22.91015 1017 1020 TO 1022 1026 1061 1065 1066 1072 1076 1077 1082 UNI GY -14.95******************************FLOOR LOADYRANGE 1 5 FLOAD -7.322 XRANGE 0 7.5 ZRANGE -1.02 5.36 GYYRANGE 1 5 FLOAD -7.322 XRANGE 7.5 12.96 ZRANGE 0 4.14 GYYRANGE 1 5 FLOAD -7.322 XRANGE 12.96 20.38 ZRANGE 0 4.14 GYYRANGE 1 5 FLOAD -7.322 XRANGE 7.5 12.96 ZRANGE 17.17 20.275 GYYRANGE 1 5 FLOAD -6.822 XRANGE 12.96 20.38 ZRANGE 12.37 17.17 GYYRANGE 1 5 FLOAD -6.822 XRANGE 12.81 19.37 ZRANGE 5.36 8.83 GYYRANGE 1 5 FLOAD -6.822 XRANGE 0 7.5 ZRANGE 12.37 17.17 GYYRANGE 1 5 FLOAD -7.322 XRANGE 12.96 14.81 ZRANGE 4.14 5.36 GYONEWAY LOAD
YRANGE 1 5 ONE -7.322 XRANGE 7.5 12.96 ZRANGE 4.14 5.36 GYYRANGE 1 5 ONE -7.322 XRANGE 14.81 19.37 ZRANGE 4.14 5.36 GYYRANGE 1 5 ONE -11.95 XRANGE 1.01 5.65 ZRANGE 5.36 12.37 GYYRANGE 1 5 ONE -6.822 XRANGE 7.5 12.96 ZRANGE 10.52 12.37 GYYRANGE 1 5 ONE -11.95 XRANGE 14.81 19.37 ZRANGE 8.83 12.37 GYYRANGE 1 5 ONE -6.822 XRANGE 5.65 7.5 ZRANGE 5.36 12.37 GYYRANGE 1 5 ONE -7.322 XRANGE 7.5 12.96 ZRANGE 15.87 17.17 GYYRANGE 1 5 ONE -6.822 XRANGE 12.96 14.81 ZRANGE 5.36 12.37 GYYRANGE 1 5 ONE -7.322 XRANGE 7.5 12.96 ZRANGE -1.02 0 GY**************************FLOOR LOADYRANGE 5 8.5 FLOAD -7.322 XRANGE 14.81 19.37 ZRANGE 5.36 12.37 GYYRANGE 5 8.5 FLOAD -7.322 XRANGE 0 20.38 ZRANGE 12.37 15.87 GYYRANGE 5 8.5 FLOAD -7.322 XRANGE 0 7.5 ZRANGE 12.37 17.17 GYYRANGE 5 8.5 FLOAD -7.322 XRANGE 12.96 20.38 ZRANGE 12.37 17.17 GYYRANGE 5 8.5 FLOAD -7.322 XRANGE 1.01 5.65 ZRANGE 5.36 12.37 GYONEWAY LOADYRANGE 5 8.5 ONE -7.322 XRANGE 5.65 7.5 ZRANGE 5.36 12.37 GYYRANGE 5 8.5 ONE -7.322 XRANGE 7.5 12.96 ZRANGE 10.52 12.37 GYYRANGE 5 8.5 ONE -7.322 XRANGE 12.96 14.81 ZRANGE 5.36 12.37 GYFLOOR LOADYRANGE 9 10.9 FLOAD -7.322 XRANGE 1.01 7.5 ZRANGE 5.36 8.83 GYPERFORM ANALYSISCHANGE*******************************LOAD 4 LOADTYPE Live REDUCIBLE TITLE LOAD CASE4**********************************MEMBER LOAD1028 UNI GY -6.14 1.85 3.472001 4001 UNI GY -4.343018 UNI GY -6.145012 UNI GY -6.14 0 1.85*******FLOOR LOADYRANGE 1 5 FLOAD -1.5 XRANGE 0 7.5 ZRANGE 0 5.36 GYYRANGE 1 5 FLOAD -1.5 XRANGE 7.5 12.96 ZRANGE 0 4.14 GYYRANGE 1 5 FLOAD -1.5 XRANGE 12.96 20.38 ZRANGE 0 4.14 GYYRANGE 1 5 FLOAD -0.75 XRANGE 7.5 12.96 ZRANGE 17.17 20.275 GYYRANGE 1 5 FLOAD -2 XRANGE 12.96 20.38 ZRANGE 12.37 17.17 GYYRANGE 1 5 FLOAD -2 XRANGE 12.81 19.37 ZRANGE 5.36 8.83 GYYRANGE 1 5 FLOAD -2 XRANGE 0 7.5 ZRANGE 12.37 17.17 GYYRANGE 1 5 FLOAD -1.5 XRANGE 12.96 14.81 ZRANGE 4.14 5.36 GY
********************ONEWAY LOADYRANGE 1 5 ONE -1.5 XRANGE 7.5 12.96 ZRANGE 4.14 5.36 GYYRANGE 1 5 ONE -1.5 XRANGE 14.81 19.37 ZRANGE 4.14 5.36 GYYRANGE 1 5 ONE -2 XRANGE 1.01 5.65 ZRANGE 5.36 12.37 GYYRANGE 1 5 ONE -3 XRANGE 7.5 12.96 ZRANGE 10.52 12.37 GYYRANGE 1 5 ONE -2 XRANGE 14.81 19.37 ZRANGE 8.83 12.37 GYYRANGE 1 5 ONE -3 XRANGE 5.65 7.5 ZRANGE 5.36 12.37 GYYRANGE 1 5 ONE -0.75 XRANGE 7.5 12.96 ZRANGE 15.87 17.17 GYYRANGE 1 5 ONE -3 XRANGE 12.96 14.81 ZRANGE 5.36 12.37 GYYRANGE 1 5 ONE -1.5 XRANGE 7.5 12.96 ZRANGE -1.02 0 GY**************************FLOOR LOADYRANGE 5 8.5 FLOAD -1.5 XRANGE 1.01 5.65 ZRANGE 8.83 12.37 GYYRANGE 5 8.5 FLOAD -1.5 XRANGE 14.81 19.37 ZRANGE 5.36 12.37 GYYRANGE 5 8.5 FLOAD -1.5 XRANGE 7.5 12.96 ZRANGE 12.37 15.87 GYYRANGE 5 8.5 FLOAD -1.5 XRANGE 0 7.5 ZRANGE 12.37 17.17 GYYRANGE 5 8.5 FLOAD -1.5 XRANGE 12.96 20.38 ZRANGE 12.37 17.17 GY************************ONEWAY LOADYRANGE 5 8.5 ONE -1.5 XRANGE 5.65 7.5 ZRANGE 5.36 12.37 GYYRANGE 5 8.5 ONE -1.5 XRANGE 7.5 12.96 ZRANGE 10.52 12.37 GYYRANGE 5 8.5 ONE -1.5 XRANGE 12.96 14.81 ZRANGE 5.36 12.37 GYFLOOR LOADYRANGE 9 10.9 FLOAD -0.75 XRANGE 1.01 7.5 ZRANGE 5.36 8.83 GY*****************************PERFORM ANALYSISCHANGE***************************LOAD 20 DEAD + SEISMIC IN X**************************REPEAT LOAD1 1.0 3 1.0 PERFORM ANALYSISCHANGE**************************LOAD 21 DEAD + SEISMIC IN Z***************************REPEAT LOAD2 1.0 3 1.0 PERFORM ANALYSISCHANGE
******************************LOAD 22 DEAD - SEISMIC IN X**************************REPEAT LOAD1 -1.0 3 1.0 PERFORM ANALYSISCHANGE**************************LOAD 23 DEAD - SEISMIC IN Z***************************REPEAT LOAD2 -1.0 3 1.0 PERFORM ANALYSISCHANGE********************************LOAD 24 *(0.9 DL+1.5 EQX)***********************REPEAT LOAD3 0.9 1 1.5 PERFORM ANALYSISCHANGE*********************LOAD 25 *(0.9 DL+1.5 EQZ)****************REPEAT LOAD3 0.9 2 1.5 PERFORM ANALYSISCHANGE*********************LOAD 26 *(0.9 DL-1.5 EQX)****************REPEAT LOAD3 0.9 1 -1.5 PERFORM ANALYSISCHANGE*********************LOAD 27 *(0.9 DL-1.5 EQZ)*****************REPEAT LOAD3 0.9 2 -1.5 PERFORM ANALYSISCHANGE
******************************LOAD COMB 7 *( DL +LL+EQX )3 1.0 4 1.0 1 1.0 LOAD COMB 8 *( DL +LL-EQX )3 1.0 4 1.0 1 -1.0 LOAD COMB 9 *( DL +LL+EQZ )3 1.0 4 2.0 1 1.0 LOAD COMB 10 *( DL +LL-EQZ )3 1.0 4 2.0 1 -1.0 LOAD COMB 11 *( DL + EQX )3 1.0 1 1.0 LOAD COMB 12 *(DL+EQZ)3 1.0 2 1.0 LOAD COMB 13 *(DL-EQX)3 1.0 1 -1.0 LOAD COMB 14 *(DL-EQZ)3 1.0 2 -1.0 LOAD COMB 15 *(DL+LL)3 1.0 4 1.0 ******************************LOAD COMB 71 *(1.2 DL+1.2 LL+1.2 EQX)3 1.2 4 0.3 1 1.2 LOAD COMB 72 *(1.2 DL+1.2 LL+1.2 EQZ)3 1.2 4 0.3 2 1.2 LOAD COMB 73 *(1.2 DL+1.2 LL-1.2 EQX)3 1.2 4 0.3 1 -1.2 LOAD COMB 74 *(1.2 DL+1.2 LL-1.2 EQZ)3 1.2 4 0.3 2 -1.2 LOAD COMB 75 *(1.5 DL+1.5 EQX)3 1.5 1 1.5 LOAD COMB 76 *(1.5 DL+1.5 EQZ)3 1.5 2 1.5 LOAD COMB 77 *(1.5 DL-1.5 EQX)3 1.5 1 -1.5 LOAD COMB 78 *(1.5 DL-1.5 EQZ)3 1.5 2 -1.5 LOAD COMB 79 *(0.9 DL+1.5 EQX)3 0.9 1 1.5 LOAD COMB 80 *(0.9 DL+1.5 EQZ)3 0.9 2 1.5 LOAD COMB 81 *(0.9 DL-1.5 EQX)3 0.9 1 -1.5
LOAD COMB 82 *(0.9 DL-1.5 EQZ)3 0.9 2 -1.5 LOAD COMB 83 *(1.5 DL+1.5 LL)3 1.5 4 1.5 LOAD COMB 84 *(1.2 LL+ REPEAT LOAD 204 0.3 20 1.2 LOAD COMB 85 *(1.2 LL+ REPEAT LOAD 214 0.3 21 1.2 LOAD COMB 86 *(1.2 LL+ REPEAT LOAD 224 0.3 22 1.2 LOAD COMB 87 *(1.2 LL+ REPEAT LOAD 234 0.3 23 1.2 LOAD COMB 88 * REPEAT LOAD 2424 1.0 LOAD COMB 89 * REPEAT LOAD 2525 1.0 LOAD COMB 90 * REPEAT LOAD 2626 1.0 LOAD COMB 91 * REPEAT LOAD 2727 1.0 *******************PERFORM ANALYSIS PRINT ALL* FOR ANALYSISLOAD LIST 11 TO 15 71 TO 91PRINT CGPRINT STORY DRIFT*PRINT BEAM DISPLACEMENTDEFINE ENVELOPE7 TO 15 ENVELOPE 1 TYPE SERVICEABILITY71 TO 83 ENVELOPE 2 TYPE STRENGTHEND DEFINE ENVELOPE*PRINT SUPPORT REACTION***********************PDELTA 5 ANALYSISLOAD LIST ALL*CODE INDIAN*PRINT C.G.START CONCRETE DESIGNCODE IS13920EUDL 15 ALLFC 25000 ALLFYMAIN 500000 ALL
FYSEC 500000 ALLMAXMAIN 20 ALLMAXSEC 8 ALLMINMAIN 12 ALLMINSEC 8 ALLENSH 1 MEMB 1034 1051 1084 1091 1092 3004 3024 3044 3047 3067 3077DESIGN BEAM 1005 1009 1015 1019 1022 1028 1032 1034 1035 1037 1038 -1041 TO 1053 1055 1056 1059 TO 1061 1063 1071 1072 1079 TO 1082 1084 1091 -1092 1097 1098 2001 3001 TO 3006 3009 TO 3014 3020 3022 TO 3025 3029 3030 -3032 TO 3045 3047 3049 3050 3053 TO 3055 3058 3059 3061 3063 TO 3070 3074 -3075 TO 3079 5001 5002 5004 5006 TO 5010 5012 TO 5026 5028 5029 5031 TO 5035 -5037 5038 5041 5043 5045 5046 6001 TO 6024 7001 7004 7005 7007CONCRETE TAKEEND CONCRETE DESIGN*******************************LOAD LIST ALLSTART CONCRETE DESIGNCODE INDIAN*CODE IS13920*EUDL 15 ALLFC 25000 ALLFYMAIN 500000 ALLFYSEC 500000 ALLMAXMAIN 20 ALLMAXSEC 8 ALLMINMAIN 12 ALLMINSEC 8 ALLENSH 1 MEMB 1067 3026 TO 3028 3046 3048DESIGN BEAM 1001 TO 1004 1006 TO 1008 1010 TO 1012 1014 1016 TO 1018 1020 -1021 1023 1025 1027 1029 TO 1031 1033 1036 1039 1040 1054 1057 1058 1062 -1064 TO 1070 1073 TO 1078 1083 1085 TO 1088 1090 1093 1094 1096 1099 1100 -3007 3008 3015 TO 3019 3021 3026 TO 3028 3031 3046 TO 3048 3051 3056 3057 -3060 3062 3071 TO 3073 4001 5003 5005 5011 5027 5030 5036 5039 5040 5042 -5044 7002 7003 7006CONCRETE TAKEEND CONCRETE DESIGN*************LOAD LIST 71 TO 83START CONCRETE DESIGNCODE IS13920FC 25000 ALLFYMAIN 500000 ALL
FYSEC 500000 ALLMAXMAIN 20 ALLMAXSEC 12 ALLMINMAIN 12 ALLMINSEC 8 ALLDESIGN COLUMN 10001 TO 10096END CONCRETE DESIGNFINISH********