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ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 1Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1S T O R Y D A T A

STORY SIMILAR TO HEIGHT ELEVATIONCUB None 470.000 1020.000PISO2 None 550.000 550.000BASE None 0.000ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 2Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1C O O R D I N A T E S Y S T E M L O C A T I O N D A T A

NAME TYPE X Y ROTATION BUBBLESIZE

GLOBAL Cartesian 0.000 0.000 0.0000 300.0000

C O O R D I N A T E S Y S T E M G R I D D A T A

SYSTEM GRID GRID GRID GRID BUBBLEGRIDNAME DIRECTION ID TYPE HIDDEN LOCATION COORDINATE

ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 3

Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1P O I N T C O O R D I N A T E S

POINT X Y DZ-BELOW3 0.000 875.000 0.0004 0.000 1525.000 0.0005 0.000 2175.000 0.0006 0.000 2600.000 0.000

13 281.000 2600.000 0.00015 846.000 0.000 0.00016 846.000 225.000 0.00017 846.000 875.000 0.00018 846.000 1525.000 0.00019 846.000 2175.000 0.00020 846.000 2600.000 0.00021 846.000 2900.000 0.00022 1746.000 0.000 0.00023 1746.000 225.000 0.000

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24 1746.000 875.000 0.00025 1746.000 1525.000 0.00026 1746.000 2175.000 0.00027 1746.000 2600.000 0.00028 1746.000 2900.000 0.00029 2601.000 0.000 0.00030 2601.000 225.000 0.00031 2601.000 875.000 0.00032 2601.000 1525.000 0.00033 2601.000 2175.000 0.00034 2601.000 2600.000 0.00035 2601.000 2900.000 0.00036 3251.000 0.000 0.00037 3251.000 225.000 0.00038 3251.000 875.000 0.00039 3251.000 1525.000 0.00040 3251.000 2175.000 0.00041 3251.000 2600.000 0.00042 3251.000 2900.000 0.00043 4096.000 0.000 0.00044 4096.000 225.000 0.00045 4096.000 875.000 0.00046 4096.000 1525.000 0.00047 4096.000 2175.000 0.000

48 4096.000 2600.000 0.00049 4096.000 2900.000 0.00050 5006.000 0.000 0.00051 5006.000 225.000 0.00052 5006.000 875.000 0.00053 5006.000 1525.000 0.00054 5006.000 2175.000 0.00055 5006.000 2600.000 0.00056 5006.000 2900.000 0.00057 6046.000 0.000 0.00058 6046.000 225.000 0.00059 6046.000 875.000 0.00060 6046.000 1525.000 0.000

61 6046.000 2175.000 0.00062 6046.000 2600.000 0.00063 6046.000 2900.000 0.00064 6476.000 225.000 0.00065 238.000 2175.000 0.00066 173.000 1525.000 0.00068 108.000 875.000 0.00069 65.000 225.000 0.00070 65.000 0.000 0.00071 311.000 2900.000 0.00072 6476.000 875.000 0.00073 6476.000 1525.000 0.00074 6476.000 2175.000 0.000

75 6476.000 2600.000 0.00076 1146.000 2175.000 0.00077 1146.000 2600.000 0.00078 1446.000 2175.000 0.00079 1446.000 2600.000 0.00080 1146.000 1525.000 0.00081 1446.000 1525.000 0.00082 1146.000 875.000 0.00083 1446.000 875.000 0.00084 1146.000 225.000 0.000

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85 1446.000 225.000 0.00086 2031.000 225.000 0.00087 2031.000 875.000 0.00088 2316.000 225.000 0.00089 2316.000 875.000 0.00090 2031.000 1525.000 0.00091 2316.000 1525.000 0.00092 2031.000 2175.000 0.00093 2316.000 2175.000 0.00094 2031.000 2600.000 0.00095 2316.000 2600.000 0.00096 2031.000 2900.000 0.00097 2316.000 2900.000 0.00098 1146.000 2900.000 0.00099 1446.000 2900.000 0.000100 1146.000 0.000 0.000101 1446.000 0.000 0.000102 2031.000 0.000 0.000103 2316.000 0.000 0.000104 2817.667 0.000 0.000105 2817.667 225.000 0.000106 3034.333 0.000 0.000107 3034.333 225.000 0.000108 2817.667 875.000 0.000

109 3034.333 875.000 0.000110 2817.667 1525.000 0.000111 3034.333 1525.000 0.000112 2817.667 2175.000 0.000113 3034.333 2175.000 0.000114 2817.667 2600.000 0.000115 3034.333 2600.000 0.000116 2817.667 2900.000 0.000117 3034.333 2900.000 0.000118 3532.667 2600.000 0.000119 3532.667 2900.000 0.000120 3814.333 2600.000 0.000121 3814.333 2900.000 0.000

122 3532.667 2175.000 0.000123 3814.333 2175.000 0.000124 3532.667 1525.000 0.000125 3814.333 1525.000 0.000126 3532.667 875.000 0.000127 3814.333 875.000 0.000128 3532.667 225.000 0.000129 3814.333 225.000 0.000130 3532.667 0.000 0.000131 3814.333 0.000 0.000132 4399.333 0.000 0.000133 4399.333 225.000 0.000134 4702.667 0.000 0.000

135 4702.667 225.000 0.000136 4399.333 875.000 0.000137 4702.667 875.000 0.000138 4399.333 1525.000 0.000139 4702.667 1525.000 0.000140 4399.333 2175.000 0.000141 4702.667 2175.000 0.000142 4399.333 2600.000 0.000143 4702.667 2600.000 0.000144 4399.333 2900.000 0.000

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145 4702.667 2900.000 0.000146 5352.667 2600.000 0.000147 5352.667 2900.000 0.000148 5699.333 2600.000 0.000149 5699.333 2900.000 0.000150 5352.667 2175.000 0.000151 5699.333 2175.000 0.000152 5352.667 1525.000 0.000153 5699.333 1525.000 0.000154 5352.667 875.000 0.000155 5699.333 875.000 0.000156 5352.667 225.000 0.000157 5699.333 225.000 0.000158 5352.667 0.000 0.000159 5699.333 0.000 0.000160 6261.000 2600.000 0.000161 6261.000 2900.000 0.000162 6261.000 2175.000 0.000163 6261.000 1525.000 0.000164 6261.000 875.000 0.000165 6261.000 225.000 0.000166 6261.000 0.000 0.000167 86.500 550.000 0.000168 846.000 550.000 0.000

169 1746.000 550.000 0.000170 2601.000 550.000 0.000171 3251.000 550.000 0.000172 4096.000 550.000 0.000173 5006.000 550.000 0.000174 6046.000 550.000 0.000175 6476.000 550.000 0.000176 0.000 1200.000 0.000177 140.500 1200.000 0.000178 846.000 1200.000 0.000179 1746.000 1200.000 0.000180 2601.000 1200.000 0.000181 3251.000 1200.000 0.000

182 4096.000 1200.000 0.000183 5006.000 1200.000 0.000184 6046.000 1200.000 0.000185 6476.000 1200.000 0.000186 0.000 1850.000 0.000187 205.500 1850.000 0.000188 846.000 1850.000 0.000189 1746.000 1850.000 0.000190 2601.000 1850.000 0.000191 3251.000 1850.000 0.000192 4096.000 1850.000 0.000193 5006.000 1850.000 0.000194 6046.000 1850.000 0.000

195 6476.000 1850.000 0.000206 325.333 0.000 0.000207 325.333 225.000 0.000208 585.667 0.000 0.000209 585.667 225.000 0.000210 585.667 875.000 0.000211 585.667 1525.000 0.000212 585.667 2175.000 0.000213 585.667 2600.000 0.000214 585.667 2900.000 0.000

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215 325.333 875.000 0.000216 325.333 1525.000 0.000217 325.333 2175.000 0.000218 325.333 2600.000 0.000219 6476.000 0.000 0.000220 6476.000 2900.000 0.000221 0.000 2900.000 0.000ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 4Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1C O L U M N C O N N E C T I V I T Y D A T A

COLUMN I END PT J END PT I END STORYC1 16 16 BelowC2 19 19 BelowC3 23 23 BelowC4 26 26 BelowC5 30 30 BelowC6 33 33 Below

C7 37 37 BelowC8 40 40 BelowC9 44 44 BelowC10 47 47 BelowC11 51 51 BelowC12 54 54 BelowC13 58 58 BelowC14 59 59 BelowC15 60 60 BelowC16 61 61 BelowC17 69 69 BelowC18 68 68 BelowC19 66 66 Below

C20 65 65 BelowC21 17 17 BelowC22 18 18 BelowC23 20 20 BelowC24 24 24 BelowC25 25 25 BelowC26 27 27 BelowC27 31 31 BelowC28 32 32 BelowC29 34 34 BelowC30 38 38 BelowC31 39 39 BelowC32 41 41 Below

C33 45 45 BelowC34 46 46 BelowC35 48 48 BelowC36 52 52 BelowC37 53 53 BelowC38 55 55 BelowC39 62 62 BelowC40 13 13 Below

ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 5

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Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1B E A M C O N N E C T I V I T Y D A T A

BEAM I END PT J END PTB13 15 16B14 16 17B15 17 18B16 18 19B17 19 20B18 20 21B19 22 23B20 23 24B21 24 25B22 25 26B23 26 27B24 27 28B25 29 30B26 30 31B27 31 32

B28 32 33B29 33 34B30 34 35B31 36 37B32 37 38B33 38 39B34 39 40B35 40 41B36 41 42B37 43 44B38 44 45B39 45 46B40 46 47

B41 47 48B42 48 49B43 50 51B44 51 52B45 52 53B46 53 54B47 54 55B48 55 56B49 57 58B50 58 59B51 59 60B52 60 61B53 61 62

B54 62 63B56 16 23B57 23 30B58 30 37B59 37 44B60 44 51B61 51 58B62 58 64B65 66 65B66 65 13

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B68 68 66B70 69 68B71 69 16B72 69 70B73 13 71B74 3 68B75 68 17B76 17 24B77 24 31B78 31 38B79 38 45B80 45 52B81 52 59B82 59 72B83 4 66B84 66 18B85 18 25B86 25 32B87 32 39B88 39 46B89 46 53B90 53 60B91 60 73B92 5 65

B93 65 19B94 19 26B95 26 33B96 33 40B97 40 47B98 47 54B99 54 61B100 61 74B101 6 13B102 13 20B103 20 27B104 27 34B105 34 41

B106 41 48B107 48 55B108 55 62B109 62 75B110 76 77B111 78 79B112 80 76B113 81 78B114 82 80B115 83 81B116 84 82B117 85 83B118 86 87

B119 88 89B120 87 90B121 89 91B122 90 92B123 91 93B124 92 94B125 93 95B126 94 96B127 95 97B128 77 98

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B153 127 125B154 128 126B155 129 127B156 130 128B157 131 129B158 132 133B159 134 135B160 133 136B161 135 137B162 136 138B163 137 139B164 138 140B165 139 141

B166 140 142B167 141 143B168 142 144B169 143 145B170 146 147B171 148 149B172 150 146B173 151 148B174 152 150B175 153 151B176 154 152B177 155 153B178 156 154

B179 157 155B180 158 156B181 159 157B182 160 161B183 162 160B184 163 162B185 164 163B186 165 164B187 166 165B188 167 168

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B213 194 195B222 206 207B223 208 209B224 209 210B225 210 211B226 211 212B227 212 213B228 213 214B229 207 215B230 215 216B231 216 217B232 217 218B233 70 15

B234 15 22B235 22 29B236 29 36B237 36 43B238 43 50B239 50 57B240 57 219B241 219 64B242 64 72B243 72 73B244 73 74B245 74 75B246 75 220

B247 221 71B248 71 21B249 21 28B250 28 35B251 35 42B252 42 49B253 49 56B254 56 63B255 63 220B256 3 4

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B257 4 5B258 5 6B259 6 221

ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 6Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1F L O O R C O N N E C T I V I T Y D A T A

FLOOR POINT POINT POINT POINTF2 70 219 220 221

3 68 69

ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 7Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1R I G I D D I A P H R A G M P O I N T C O N N E C T I V I T Y D A T A

STORY DIAPHRAGM POINT POINT POINT POINT POINTPISO2 D1 70 69 68 66 65

13 71 15 16 17

18 19 20 21 22

23 24 25 26 27

28 29 30 31 32

33 34 35 36 37

38 39 40 41 42

43 44 45 46 47

48 49 50 51 52

53 54 55 56 57

58 59 60 61 62

63 64 3 72 4

73 5 74 6 75

76 77 78 79 80

81 82 83 84 85

86 87 88 89 90

91 92 93 94 95

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96 97 98 99 100

101 102 103 104 105

106 107 108 109 110

111 112 113 114 115

116 117 118 119 120

121 122 123 124 125

126 127 128 129 130

131 132 133 134 135

136 137 138 139 140

141 142 143 144 145

146 147 148 149 150

151 152 153 154 155

156 157 158 159 160

161 162 163 164 165

166 167 168 169 170

171 172 173 174 175

176 177 178 179 180

181 182 183 184 185

186 187 188 189 190

191 192 193 194 195

206 207 208 209 210

211 212 213 214 215

216 217 218 219 220

221

ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 8Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1M A S S S O U R C E D A T A

MASS LATERAL LUMP MASSFROM MASS ONLY AT STORIES

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Mass & LoadsYes Yes

M A S S S O U R C E L O A D S

LOAD MULTIPLIERCM 1.0000ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 9Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1D I A P H R A G M M A S S D A T A

STORY DIAPHRAGM MASS-X MASS-Y MMI X-MY-M

PISO2 D1 3435.2107 3435.2107 1.541E+10 3177.936 1471.323

ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 10Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1A S S E M B L E D P O I N T M A S S E S

STORY POINT UX UY UZ RXRY RZ

CUB 16 19.609402 19.609402 0.000000 0.000000 0.000000 0.000000

CUB 19 18.407419 18.407419 0.000000 0.000000 0.000000 0.000000CUB 23 20.123545 20.123545 0.000000 0.000000 0.000000 0.000000CUB 26 20.123545 20.123545 0.000000 0.000000 0.000000 0.000000CUB 30 18.386576 18.386576 0.000000 0.000000 0.000000 0.000000CUB 33 18.386576 18.386576 0.000000 0.000000 0.000000 0.000000CUB 37 18.317097 18.317097 0.000000 0.000000 0.000000 0.000000CUB 40 18.317097 18.317097 0.000000 0.000000 0.0

00000 0.000000CUB 44 20.123545 20.123545 0.000000 0.000000 0.000000 0.000000CUB 47 20.123545 20.123545 0.000000 0.000000 0.000000 0.000000CUB 51 21.478381 21.478381 0.000000 0.000000 0.000000 0.000000CUB 54 21.478381 21.478381 0.000000 0.000000 0.000000 0.000000CUB 58 19.671933 19.671933 0.000000 0.000000 0.0

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00000 0.000000CUB 59 12.271566 12.271566 0.000000 0.000000 0.000000 0.000000CUB 60 12.271566 12.271566 0.000000 0.000000 0.000000 0.000000CUB 61 19.671933 19.671933 0.000000 0.000000 0.000000 0.000000CUB 65 16.692974 16.692974 0.000000 0.000000 0.000000 0.000000CUB 66 12.316615 12.316615 0.000000 0.000000 0.000000 0.000000CUB 68 12.303962 12.303962 0.000000 0.000000 0.000000 0.000000CUB 69 17.882304 17.882304 0.000000 0.000000 0.000000 0.000000PISO2 267 3435.210712 3435.210712 0.000000 0.000000 0.000000 1.541E+10BASE 13 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 16 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 17 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 18 4.459847 4.459847 0.000000 0.000000 0.0

00000 0.000000BASE 19 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 20 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 23 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 24 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 25 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 26 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000

BASE 27 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 30 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 31 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 32 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 33 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 34 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 37 4.459847 4.459847 0.000000 0.000000 0.0

00000 0.000000BASE 38 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 39 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 40 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 41 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 44 4.459847 4.459847 0.000000 0.000000 0.0

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00000 0.000000BASE 45 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 46 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 47 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 48 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 51 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 52 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 53 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 54 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 55 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 58 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 59 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 60 4.459847 4.459847 0.000000 0.000000 0.0

00000 0.000000BASE 61 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 62 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 65 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 66 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 68 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000BASE 69 4.459847 4.459847 0.000000 0.000000 0.000000 0.000000

CUB All 357.957965 357.957965 0.000000 0.000000 0.000000 0.000000PISO2 All 3435.210712 3435.210712 0.000000 0.000000 0.000000 1.541E+10BASE All 178.393881 178.393881 0.000000 0.000000 0.000000 0.000000Totals All 3971.562558 3971.562558 0.000000 0.000000 0.000000 1.541E+10ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 11Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITO

BOD1G R O U P M A S S D A T AGROUP SELF SELF TOTAL TOTAL TOTALNAME MASS WEIGHT MASS-X MASS-Y MASS-ZALL 1666.5938 1639272.546 3971.5626 3971.5626 0.0000ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 12

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Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1M A T E R I A L L I S T B Y E L E M E N T T Y P EELEMENT TOTAL NUMBER NUMBERTYPE MATERIAL MASS PIECES STUDS tonsColumn CONC 250.07 60Beam CONC 850.37 254 0ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 13Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1M A T E R I A L L I S T B Y S E C T I O N

ELEMENT NUMBER TOTAL TOTAL NUMBERSECTION TYPE PIECES LENGTH MASS STUDS

meters tonsV60X60 Beam 79 509.751 399.43 0CIR65 Column 40 220.000 175.21V30X60 Beam 73 528.504 222.70 0CIR65A Column 20 94.000 74.86PCONC Beam 89 432.000 186.62 0V60X70 Beam 13 45.515 41.62 0ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 14Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITO

BOD1M A T E R I A L L I S T B Y S T O R Y

ELEMENT TOTAL FLOOR UNIT NUMBER NUMBERSTORY TYPE MATERIAL WEIGHT AREA WEIGHT PIECES STUDS tons m2 kg/m2CUB Column CONC 74.86 0.000 20

CUB Beam CONC 62.19 0.000 20

0PISO2 Column CONC 175.21 0.000 40

PISO2 Beam CONC 788.18 0.000 2340

SUM Column CONC 250.07 0.000 60

SUM Beam CONC 850.37 0.000 254

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0TOTAL All All 1100.44 0.000 314

0ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 15Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1M A T E R I A L P R O P E R T Y D A T AMATERIAL MATERIAL DESIGN MATERIAL MODULUS OF POISSON'S THERMAL SHEARNAME TYPE TYPE DIR/PLANE ELASTICITY RATIOCOEFF MODULUSSTEEL Iso Steel All 2039000.000 0.3000 0.0000E+00 784230.769CONC Iso Concrete All 180000.000 0.2000 0.0000E+00 75000.000OTHER Iso None All 2038901.916 0.3000 1.1700E-05 784193.045

M A T E R I A L P R O P E R T Y M A S S A N D W E I G H TMATERIAL MASS PER WEIGHT PERNAME UNIT VOL UNIT VOLSTEEL 7.9810E-06 7.8330E-03CONC 2.4400E-06 2.4000E-03OTHER 7.9814E-06 7.8334E-03

M A T E R I A L D E S I G N D A T A F O R S T E E L M A T E R I A L S

MATERIAL STEEL STEEL STEELNAME FY FU COST ($)STEEL 2531.051 4077.804 1.00

M A T E R I A L D E S I G N D A T A F O R C O N C R E T E M A T E R IA L SMATERIAL LIGHTWEIGHT CONCRETE REBAR REBAR LIGHTWTNAME CONCRETE FC FY FYS REDUC FACT

CONC No 210.000 4200.000 4200.000 N/AETABS v8.11 File: B2MDF Kgf-cm Units PAGE 16Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1F R A M E S E C T I O N P R O P E R T Y D A T A

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MATERIAL SECTION SHAPE NAME OR NAME CONC CONCFRAME SECTION NAME NAME IN SECTION DATABASE FILE COL BEAMV60X60 CONC Rectangular

YesCIR65 CONC Circle YesV30X60 CONC Rectangular

YesCIR65A CONC Circle YesPCONC CONC Rectangular

YesV60X70 CONC Rectangular

Yes

F R A M E S E C T I O N P R O P E R T Y D A T A

SECTION FLANGE FLANGE WEB FLANGE FLANGEFRAME SECTION NAME DEPTH WIDTH TOP THICK TOP THI

CK WIDTH BOT THICK BOTV60X60 60.0000 60.0000 0.0000 0.0000 0.0000 0.0000CIR65 65.0000 65.0000 0.0000 0.0000 0.0000 0.0000V30X60 60.0000 30.0000 0.0000 0.0000 0.0000 0.0000CIR65A 65.0000 65.0000 0.0000 0.0000 0.0000 0.0000PCONC 60.0000 30.0000 0.0000 0.0000 0.0000 0.0000V60X70 70.0000 60.0000 0.0000 0.00

00 0.0000 0.0000


SECTION TORSIONAL MOMENTS OF INERTIA SHEAR AREASFRAME SECTION NAME AREA CONSTANT I33 I22 A2 A3V60X60 3600.0000 1825200 1080000 1080000 3000.0000 3000.0000CIR65 3318.3072 1752481 876240.5057 876240.50

57 2986.4764 2986.4764V30X60 1800.0000 370785.9428 540000.0000 135000.0000 1500.0000 1500.0000CIR65A 3318.3072 1752481 876240.5057 876240.5057 2986.4764 2986.4764PCONC 1800.0000 370785.9428 540000.0000 135000.0000 1500.0000 1500.0000V60X70 4200.0000 2440821 1715000 1260000 3500.0000 3500.0000

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SECTION MODULI PLASTIC MODULI RADIUS OF GYRATIONFRAME SECTION NAME S33 S22 Z33 Z22 R33 R22V60X60 36000.0000 36000.0000 54000.0000 54000.0000 17.3205 17.3205CIR65 26961.2463 26961.2463 45770.8333 45770.8333 16.2500 16.2500V30X60 18000.0000 9000.0000 27000.0000 13500.0000 17.3205 8.6603CIR65A 26961.2463 26961.2463 45770.8333 45770.8333 16.2500 16.2500PCONC 18000.0000 9000.0000 27000.0000 13500.0000 17.3205 8.6603V60X70 49000.0000 42000.0000 73500.0000 63000.0000 20.2073 17.3205

F R A M E S E C T I O N W E I G H T S A N D M A S S E S

TOTAL TOTALFRAME SECTION NAME WEIGHT MASSV60X60 399427.8423 406.0850CIR65 175206.6223 178.1267V30X60 222697.7478 226.4094CIR65A 74861.0113 76.1087PCONC 186624.0000 189.7344V60X70 41620.2824 42.3140

C O N C R E T E C O L U M N D A T A

REINF CONFIGURATION REINF NUM BARS NUM BARS BARFRAME SECTION NAME LONGIT LATERAL SIZE/TYPE 3DIR/2DIR CIRCULAR COVERCIR65 Circular Spiral #8/Check N/A 18 5.0000CIR65A Circular Spiral #8/Check N/A 12 5.0000

C O N C R E T E B E A M D A T A

TOP BOT TOP LEFT TOP RIGHT BOT LEFT BOT RIGHTFRAME SECTION NAME COVER COVER AREA AREA AREA AREAV60X60 5.0000 5.0000 0.000 0.000 0.000 0.000V30X60 5.0000 5.0000 0.000 0.0

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00 0.000 0.000PCONC 5.0000 5.0000 0.000 0.000 0.000 0.000V60X70 5.0000 5.0000 0.000 0.000 0.000 0.000ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 17Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1S H E L L S E C T I O N P R O P E R T Y D A T ASHELL MATERIAL SHELL LOAD DIST MEMBRANE BENDINGTOTAL TOTALSECTION NAME TYPE ONE WAY THICK THICK WEIGHT MASSPM12 CONC Membrane No 12.0000 12.0000 538835.0400 547.8156ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 18Enero 19, 2000 16:41

CARLOS JULIO ARBOLEDA AUDRITOBOD1D E C K S E C T I O N P R O P E R T Y D A T ADECK DECK SLAB DECK DECK SHEAR DECKSECTION TYPE MATERIAL MATERIAL THICK UNIT WTDECK1 Filled CONC N/A N/A 1.1230E-03METALDECK Filled CONC N/A N/A 1.2000E-03

D E C K S E C T I O N S H E A R S T U D D A T ADECK STUD STUD STUDSECTION DIAM HEIGHT FUDECK1 1.9050 15.2400 4218.418METALDECK 1.5900 12.0000 4200.000

D E C K S E C T I O N G E O M E T R Y D A T ADECK SLAB RIB RIB RIBSECTION DEPTH DEPTH WIDTH SPACING

DECK1 8.8900 7.6200 15.2400 30.4800METALDECK 7.0000 5.0000 15.0000 30.0000ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 19Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1

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L I N K P R O P E R T Y D A T ALINK: NLPR1TYPE: Damper

MASS WEIGHT INERTIA 1 INERTIA 2 INERTIA 3 P-D M2I P-D M2J P-D M3I P-D M3J

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

DOF KE CE DJ K CC EXP

U1 0.0000 0.0000 N/A --- ------

ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 20Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITO

BOD1S T A T I C L O A D C A S E S

STATIC CASE AUTO LAT SELF WTCASE TYPE LOAD MULTIPLIERCM DEAD N/A 1.0000CV LIVE N/A 0.0000ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 21Enero 19, 2000 16:41

CARLOS JULIO ARBOLEDA AUDRITOBOD1R E S P O N S E S P E C T R U M C A S E S

*****************************RESP SPEC CASE: SISMOX*****************************

BASIC RESPONSE SPECTRUM DATA

MODAL DIRECTION MODAL SPECTRUM COMBO COMBO DAMPING ANGLE

CQC SRSS 0.0500 0.0000

RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA

DIRECTION FUNCTION SCALE FACT

U1 ZONAA 1079.0000 U2 ---- N/A

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UZ ---- N/A

*****************************RESP SPEC CASE: SISMOY*****************************

BASIC RESPONSE SPECTRUM DATA

MODAL DIRECTION MODAL SPECTRUM COMBO COMBO DAMPING ANGLE

CQC SRSS 0.0500 0.0000

RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA

DIRECTION FUNCTION SCALE FACT

U1 ---- N/A U2 ZONAA 1079.0000 UZ ---- N/AETABS v8.11 File: B2MDF Kgf-cm Units PAGE 22

Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1L O A D I N G C O M B I N A T I O N S

COMBO CASE SCALECOMBO TYPE CASE TYPE FACTORCOMB1 ADD CM Static 1.4000 CV Static 1.7000

COMB2 ADD CM Static 1.0500 CV Static 1.2800 SISMOX Spectra 0.1430 SISMOY Spectra 0.0430COMB3 ADD CM Static 1.0500 CV Static 1.2800 SISMOX Spectra 0.1430 SISMOY Spectra -0.0430COMB4 ADD CM Static 1.0500 CV Static 1.2800 SISMOX Spectra -0.1430

SISMOY Spectra 0.0430COMB5 ADD CM Static 1.0500 CV Static 1.2800 SISMOX Spectra -0.1430 SISMOY Spectra -0.0430COMB6 ADD CM Static 1.0500 CV Static 1.2800 SISMOX Spectra 0.0430

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SISMOY Spectra 0.1430COMB7 ADD CM Static 1.0500 CV Static 1.2800 SISMOX Spectra 0.0430 SISMOY Spectra -0.1430COMB8 ADD CM Static 1.0500 CV Static 1.2800 SISMOX Spectra -0.0430 SISMOY Spectra 0.1430COMB9 ADD CM Static 1.0500 CV Static 1.2800 SISMOX Spectra -0.0430 SISMOY Spectra -0.1430COMB10 ADD CM Static 0.9000 SISMOX Spectra 0.1430 SISMOY Spectra 0.0430COMB11 ADD CM Static 0.9000 SISMOX Spectra 0.1430 SISMOY Spectra -0.0430

COMB12 ADD CM Static 0.9000 SISMOX Spectra -0.1430 SISMOY Spectra 0.0430COMB13 ADD CM Static 0.9000 SISMOX Spectra -0.0430 SISMOY Spectra -0.1430COMB14 ADD CM Static 0.9000 SISMOX Spectra 0.0430 SISMOY Spectra 0.1430

COMB15 ADD CM Static 0.9000 SISMOX Spectra 0.0430 SISMOY Spectra -0.1430COMB16 ADD CM Static 0.9000 SISMOX Spectra -0.0430 SISMOY Spectra 0.1430COMB17 ADD CM Static 0.9000 SISMOX Spectra -0.0430 SISMOY Spectra -0.1430ENVE ENVE COMB1 Combo 1.0000

COMB2 Combo 1.0000 COMB3 Combo 1.0000 COMB4 Combo 1.0000 COMB5 Combo 1.0000 COMB6 Combo 1.0000 COMB7 Combo 1.0000 COMB8 Combo 1.0000 COMB9 Combo 1.0000 COMB10 Combo 1.0000 COMB11 Combo 1.0000

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COMB12 Combo 1.0000 COMB13 Combo 1.0000 COMB14 Combo 1.0000 COMB15 Combo 1.0000 COMB16 Combo 1.0000 COMB17 Combo 1.0000

ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 23Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1R E S P O N S E S P E C T R U M F U N C T I O N - F R O M F I L EFUNCTION NAME: NSR98

FILE NAME: espec1.txt DATA TYPE: Period vs Acceleration NUMBER OF HEADER LINES = 0

PERIOD ACCEL

0.0000 0.6250 0.1000 0.6250 0.2000 0.6250 0.3000 0.6250 0.4000 0.6250 0.5000 0.6250 0.6000 0.6250 0.7000 0.6250 0.7200 0.6250 0.8000 0.5625 0.9000 0.5000 1.0000 0.4500

1.1000 0.4091 1.2000 0.3750 1.3000 0.3462 1.4000 0.3214 1.5000 0.3000 1.6000 0.2813 1.7000 0.2647 1.8000 0.2500 1.9000 0.2368 2.0000 0.2250 2.1000 0.2143 2.2000 0.2045 2.3000 0.1957

2.4000 0.1875 2.5000 0.1800 2.6000 0.1731 2.7000 0.1667 2.8000 0.1607 2.9000 0.1552 3.0000 0.1500 3.1000 0.1452 3.2000 0.1406 3.3000 0.1364

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3.4000 0.1324 3.5000 0.1286 3.6000 0.1250 3.7000 0.1250 3.8000 0.1250 3.9000 0.1250 4.0000 0.1250 4.1000 0.1250 4.2000 0.1250 4.3000 0.1250 4.4000 0.1250 4.5000 0.1250 4.6000 0.1250 4.7000 0.1250 4.8000 0.1250 4.9000 0.1250 5.0000 0.1250 5.1000 0.1250 5.2000 0.1250 5.3000 0.1250 5.4000 0.1250 5.5000 0.1250 5.6000 0.1250 5.7000 0.1250

5.8000 0.1250 5.9000 0.1250 6.0000 0.1250

FUNCTION NAME: ZONAA

FILE NAME: zona-a.txt DATA TYPE: Period vs Acceleration NUMBER OF HEADER LINES = 0

PERIOD ACCEL

0.0000 1.1000 0.1000 1.1000 0.2000 1.1000 0.3000 1.1000 0.4000 1.1000 0.5000 1.1000 0.6000 1.1000 0.7000 1.1000 0.8000 1.1000 0.9000 0.9241 1.0000 0.7890 1.1000 0.6839

1.2000 0.6002 1.3000 0.5323 1.4000 0.4763 1.5000 0.4295 1.6000 0.3898 1.7000 0.3560 1.8000 0.3267 1.9000 0.3013 2.0000 0.2790 2.1000 0.2593

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2.2000 0.2418 2.3000 0.2262 2.3400 0.2204 2.4000 0.2200 2.5000 0.2200 2.6000 0.2200 2.7000 0.2200 2.8000 0.2200 2.9000 0.2200 3.0000 0.2200 3.1000 0.2200 3.2000 0.2200 3.3000 0.2200 3.4000 0.2200 3.5000 0.2200 3.6000 0.2200 3.7000 0.2200 3.8000 0.2200 3.9000 0.2200 4.0000 0.2200 4.1000 0.2200 4.2000 0.2200 4.3000 0.2200 4.4000 0.2200

4.5000 0.2200 4.6000 0.2200 4.7000 0.2200 4.8000 0.2200 4.9000 0.2200 5.0000 0.2200ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 24Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1

S U P P O R T ( R E S T R A I N T ) D A T A

/---------------------------RESTRAINED DOF's---------------------------/STORY POINT UX UY UZ RX RY

RZBASE 13 Yes Yes Yes Yes Yes

YesBASE 16 Yes Yes Yes Yes Yes


Yes

BASE 18 Yes Yes Yes Yes YesYes





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BASE 41 Yes Yes Yes Yes YesYesBASE 44 Yes Yes Yes Yes Yes






YesBASE 52 Yes Yes Yes Yes YesYes











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ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 25Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1P O I N T F O R C E A S S I G N M E N T S T O P O I N T O B J E C T SCASE STORY POINT FX FY FZ

MX MY MZCM CUB 16 0.00 0.00 -4600.000.000 0.000 0.000CM CUB 19 0.00 0.00 -4600.000.000 0.000 0.000CM CUB 23 0.00 0.00 -4600.000.000 0.000 0.000CM CUB 26 0.00 0.00 -4600.000.000 0.000 0.000

CM CUB 30 0.00 0.00 -4600.000.000 0.000 0.000CM CUB 33 0.00 0.00 -4600.000.000 0.000 0.000CM CUB 37 0.00 0.00 -4600.000.000 0.000 0.000CM CUB 40 0.00 0.00 -4600.000.000 0.000 0.000CM CUB 44 0.00 0.00 -4600.000.000 0.000 0.000CM CUB 47 0.00 0.00 -4600.000.000 0.000 0.000CM CUB 51 0.00 0.00 -4600.00

0.000 0.000 0.000CM CUB 54 0.00 0.00 -4600.000.000 0.000 0.000CM CUB 58 0.00 0.00 -4600.000.000 0.000 0.000CM CUB 61 0.00 0.00 -4600.000.000 0.000 0.000CM CUB 65 0.00 0.00 -4600.000.000 0.000 0.000CM CUB 69 0.00 0.00 -4600.000.000 0.000 0.000CV CUB 16 0.00 0.00 -7650.000.000 0.000 0.000

CV CUB 19 0.00 0.00 -7650.000.000 0.000 0.000CV CUB 23 0.00 0.00 -7650.000.000 0.000 0.000CV CUB 26 0.00 0.00 -7650.000.000 0.000 0.000CV CUB 30 0.00 0.00 -7650.000.000 0.000 0.000CV CUB 33 0.00 0.00 -7650.000.000 0.000 0.000

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CV CUB 37 0.00 0.00 -7650.000.000 0.000 0.000CV CUB 40 0.00 0.00 -7650.000.000 0.000 0.000CV CUB 44 0.00 0.00 -7650.000.000 0.000 0.000CV CUB 47 0.00 0.00 -7650.000.000 0.000 0.000CV CUB 51 0.00 0.00 -7650.000.000 0.000 0.000CV CUB 54 0.00 0.00 -7650.000.000 0.000 0.000CV CUB 58 0.00 0.00 -7650.000.000 0.000 0.000CV CUB 61 0.00 0.00 -7650.000.000 0.000 0.000CV CUB 65 0.00 0.00 -7650.000.000 0.000 0.000CV CUB 69 0.00 0.00 -7650.000.000 0.000 0.000ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 26Enero 19, 2000 16:41

CARLOS JULIO ARBOLEDA AUDRITOBOD1P O I N T O B J E C T A S S I G N M E N T S S U M M A R Y T A B L E 1 O F 2STORY POINT DIAPHRAGM RESTRAINTS SPRING LINK PANEL ZONE ADDED MASSBASE 13 From Area Yes None None None

NoneBASE 16 From Area Yes None None None

None

BASE 17 From Area Yes None None NoneNoneBASE 18 From Area Yes None None None











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NoneBASE 51 From Area Yes None None NoneNone

BASE 52 From Area Yes None None NoneNone





BASE 59 From Area Yes None None NoneNoneBASE 60 From Area Yes None None None







None

ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 27Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1

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P O I N T O B J E C T A S S I G N M E N T S S U M M A R Y T A B L E 2 O F 2STORY POINT PT FORCE GRND DISPL PT TEMPCUB 16 Yes None NoneCUB 19 Yes None NoneCUB 23 Yes None NoneCUB 26 Yes None NoneCUB 30 Yes None NoneCUB 33 Yes None NoneCUB 37 Yes None NoneCUB 40 Yes None NoneCUB 44 Yes None NoneCUB 47 Yes None NoneCUB 51 Yes None NoneCUB 54 Yes None NoneCUB 58 Yes None NoneCUB 61 Yes None NoneCUB 65 Yes None NoneCUB 69 Yes None None

ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 28Enero 19, 2000 16:41

CARLOS JULIO ARBOLEDA AUDRITOBOD1F R A M E S E C T I O N A S S I G N M E N T S T O L I N E O B J E C TSSTORY LINE LINE SECTION AUTO SELECT ANALYSIS DESIGN DESIGNLEVEL ID TYPE TYPE SECTION SECTION PROCEDURE SECTIONCUB C1 Column Circle None CIR65A

Conc Frame CIR65ACUB C2 Column Circle None CIR65AConc Frame CIR65A

CUB C3 Column Circle None CIR65AConc Frame CIR65A










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PISO2 C1 Column Circle None CIR65Conc Frame CIR65




PISO2 C5 Column Circle None CIR65Conc Frame CIR65PISO2 C6 Column Circle None CIR65

Conc Frame CIR65PISO2 C7 Column Circle None CIR65





Conc Frame CIR65PISO2 C12 Column Circle None CIR65Conc Frame CIR65











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PISO2 C35 Column Circle None CIR65Conc Frame CIR65PISO2 C36 Column Circle None CIR65





Conc Frame CIR65CUB B50 Beam Rectangular None V30X60

Conc Frame V30X60CUB B51 Beam Rectangular None V30X60Conc Frame V30X60

CUB B52 Beam Rectangular None V30X60Conc Frame V30X60










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PISO2 B13 Beam Rectangular None V60X60Conc Frame V60X60




PISO2 B17 Beam Rectangular None V60X60Conc Frame V60X60PISO2 B18 Beam Rectangular None V60X70

Conc Frame V60X70PISO2 B19 Beam Rectangular None V60X60





Conc Frame V60X60PISO2 B24 Beam Rectangular None V60X70Conc Frame V60X70











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PISO2 B110 Beam Rectangular None PCONCConc Frame PCONC


PISO2 B112 Beam Rectangular None PCONCConc Frame PCONCPISO2 B113 Beam Rectangular None PCONC

Conc Frame PCONCPISO2 B114 Beam Rectangular None PCONC





Conc Frame PCONCPISO2 B119 Beam Rectangular None PCONCConc Frame PCONC











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ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 29Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1R E L E A S E A S S I G N M E N T S T O L I N E O B J E C T SSTORY LINE LINELEVEL ID TYPE P V2 V3 T

M2 M3PISO2 B110 Beam None None None I-end

Both ends Both endsPISO2 B111 Beam None None None I-end



Both ends Both endsPISO2 B114 Beam None None None I-endBoth ends Both ends

PISO2 B115 Beam None None None I-endBoth ends Both ends





PISO2 B120 Beam None None None I-endBoth ends Both endsPISO2 B121 Beam None None None I-end











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Both ends Both endsPISO2 B239 Beam None None None None

I-end I-endPISO2 B242 Beam None None None None

J-end J-endPISO2 B243 Beam None None None I-end


PISO2 B245 Beam None None None NoneI-end I-end

PISO2 B248 Beam None None None NoneJ-end J-end






I-end I-endPISO2 B256 Beam None None None I-end



I-end I-end

ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 30Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1C A R D I N A L P O I N T A S S I G N M E N T S T O L I N E O B J E CT SSTORY LINE LINE CARDINAL MIRROR TRANSFORM

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LEVEL ID TYPE POINT ABOUT 2 STIFFNESSCUB C1 Column 10 No NoCUB C2 Column 10 No NoCUB C3 Column 10 No NoCUB C4 Column 10 No NoCUB C5 Column 10 No NoCUB C6 Column 10 No NoCUB C7 Column 10 No NoCUB C8 Column 10 No NoCUB C9 Column 10 No NoCUB C10 Column 10 No NoCUB C11 Column 10 No NoCUB C12 Column 10 No NoCUB C13 Column 10 No NoCUB C14 Column 10 No NoCUB C15 Column 10 No NoCUB C16 Column 10 No NoCUB C17 Column 10 No NoCUB C18 Column 10 No NoCUB C19 Column 10 No NoCUB C20 Column 10 No NoPISO2 C1 Column 10 No NoPISO2 C2 Column 10 No No

PISO2 C3 Column 10 No NoPISO2 C4 Column 10 No NoPISO2 C5 Column 10 No NoPISO2 C6 Column 10 No NoPISO2 C7 Column 10 No NoPISO2 C8 Column 10 No NoPISO2 C9 Column 10 No NoPISO2 C10 Column 10 No NoPISO2 C11 Column 10 No NoPISO2 C12 Column 10 No NoPISO2 C13 Column 10 No NoPISO2 C14 Column 10 No NoPISO2 C15 Column 10 No No

PISO2 C16 Column 10 No NoPISO2 C17 Column 10 No NoPISO2 C18 Column 10 No NoPISO2 C19 Column 10 No NoPISO2 C20 Column 10 No NoPISO2 C21 Column 10 No NoPISO2 C22 Column 10 No NoPISO2 C23 Column 10 No NoPISO2 C24 Column 10 No NoPISO2 C25 Column 10 No NoPISO2 C26 Column 10 No NoPISO2 C27 Column 10 No NoPISO2 C28 Column 10 No No

PISO2 C29 Column 10 No NoPISO2 C30 Column 10 No NoPISO2 C31 Column 10 No NoPISO2 C32 Column 10 No NoPISO2 C33 Column 10 No NoPISO2 C34 Column 10 No NoPISO2 C35 Column 10 No NoPISO2 C36 Column 10 No NoPISO2 C37 Column 10 No NoPISO2 C38 Column 10 No No

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PISO2 C39 Column 10 No NoPISO2 C40 Column 10 No NoCUB B50 Beam 8 No NoCUB B51 Beam 8 No NoCUB B52 Beam 8 No NoCUB B56 Beam 8 No NoCUB B57 Beam 8 No NoCUB B58 Beam 8 No NoCUB B59 Beam 8 No NoCUB B60 Beam 8 No NoCUB B61 Beam 8 No NoCUB B65 Beam 8 No NoCUB B68 Beam 8 No NoCUB B70 Beam 8 No NoCUB B71 Beam 8 No NoCUB B93 Beam 8 No NoCUB B94 Beam 8 No NoCUB B95 Beam 8 No NoCUB B96 Beam 8 No NoCUB B97 Beam 8 No NoCUB B98 Beam 8 No NoCUB B99 Beam 8 No NoPISO2 B13 Beam 8 No NoPISO2 B14 Beam 8 No No

PISO2 B15 Beam 8 No NoPISO2 B16 Beam 8 No NoPISO2 B17 Beam 8 No NoPISO2 B18 Beam 8 No NoPISO2 B19 Beam 8 No NoPISO2 B20 Beam 8 No NoPISO2 B21 Beam 8 No NoPISO2 B22 Beam 8 No NoPISO2 B23 Beam 8 No NoPISO2 B24 Beam 8 No NoPISO2 B25 Beam 8 No NoPISO2 B26 Beam 8 No NoPISO2 B27 Beam 8 No No


PISO2 B41 Beam 8 No NoPISO2 B42 Beam 8 No NoPISO2 B43 Beam 8 No NoPISO2 B44 Beam 8 No NoPISO2 B45 Beam 8 No NoPISO2 B46 Beam 8 No NoPISO2 B47 Beam 8 No NoPISO2 B48 Beam 8 No NoPISO2 B49 Beam 8 No NoPISO2 B50 Beam 8 No No

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PISO2 B51 Beam 8 No NoPISO2 B52 Beam 8 No NoPISO2 B53 Beam 8 No NoPISO2 B54 Beam 8 No NoPISO2 B56 Beam 8 No NoPISO2 B57 Beam 8 No NoPISO2 B58 Beam 8 No NoPISO2 B59 Beam 8 No NoPISO2 B60 Beam 8 No NoPISO2 B61 Beam 8 No NoPISO2 B62 Beam 8 No NoPISO2 B65 Beam 8 No NoPISO2 B66 Beam 8 No NoPISO2 B68 Beam 8 No NoPISO2 B70 Beam 8 No NoPISO2 B71 Beam 8 No NoPISO2 B72 Beam 8 No NoPISO2 B73 Beam 8 No NoPISO2 B74 Beam 8 No NoPISO2 B75 Beam 8 No NoPISO2 B76 Beam 8 No NoPISO2 B77 Beam 8 No NoPISO2 B78 Beam 8 No NoPISO2 B79 Beam 8 No No




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PISO2 B244 Beam 8 No NoPISO2 B245 Beam 8 No NoPISO2 B246 Beam 8 No NoPISO2 B247 Beam 8 No NoPISO2 B248 Beam 8 No NoPISO2 B249 Beam 8 No NoPISO2 B250 Beam 8 No NoPISO2 B251 Beam 8 No NoPISO2 B252 Beam 8 No NoPISO2 B253 Beam 8 No NoPISO2 B254 Beam 8 No NoPISO2 B255 Beam 8 No NoPISO2 B256 Beam 8 No NoPISO2 B257 Beam 8 No NoPISO2 B258 Beam 8 No NoPISO2 B259 Beam 8 No NoETABS v8.11 File: B2MDF Kgf-cm Units PAGE 31Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1E N D O F F S E T ( A L O N G L E N G T H ) A S S I G N M E N T S T O

L I N E O B J E C T SSTORY LINE LINE OFFSET I END J END RIGIDZONELEVEL ID TYPE TYPE OFFSET OFFSET FACTORCUB C1 Column Automatic 0.0000 60.0000 1.0000CUB C2 Column Automatic 0.0000 60.0000 1.0000CUB C3 Column Automatic 0.0000 60.0000 1.0000

CUB C4 Column Automatic 0.0000 60.0000 1.0000CUB C5 Column Automatic 0.0000 60.0000 1.0000CUB C6 Column Automatic 0.0000 60.0000 1.0000CUB C7 Column Automatic 0.0000 60.0000 1.0000CUB C8 Column Automatic 0.0000 60.0000 1.0000CUB C9 Column Automatic 0.0000 60.0000 1.0000CUB C10 Column Automatic 0.0000 60.0000 1

.0000CUB C11 Column Automatic 0.0000 60.0000 1.0000CUB C12 Column Automatic 0.0000 60.0000 1.0000CUB C13 Column Automatic 0.0000 60.0000 1.0000CUB C14 Column Automatic 0.0000 60.0000 1.0000CUB C15 Column Automatic 0.0000 60.0000 1

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.0000CUB C16 Column Automatic 0.0000 60.0000 1.0000CUB C17 Column Automatic 0.0000 60.0000 1.0000CUB C18 Column Automatic 0.0000 59.7386 1.0000CUB C19 Column Automatic 0.0000 59.4059 1.0000CUB C20 Column Automatic 0.0000 60.0000 1.0000PISO2 C1 Column Automatic 0.0000 60.0000 1.0000PISO2 C2 Column Automatic 0.0000 60.0000 1.0000PISO2 C3 Column Automatic 0.0000 60.0000 1.0000PISO2 C4 Column Automatic 0.0000 60.0000 1.0000PISO2 C5 Column Automatic 0.0000 60.0000 1.0000PISO2 C6 Column Automatic 0.0000 60.0000 1.0000PISO2 C7 Column Automatic 0.0000 60.0000 1

.0000PISO2 C8 Column Automatic 0.0000 60.0000 1

.0000PISO2 C9 Column Automatic 0.0000 60.0000 1.0000PISO2 C10 Column Automatic 0.0000 60.0000 1.0000PISO2 C11 Column Automatic 0.0000 60.0000 1.0000PISO2 C12 Column Automatic 0.0000 60.0000 1.0000PISO2 C13 Column Automatic 0.0000 70.0000 1.0000

PISO2 C14 Column Automatic 0.0000 70.0000 1.0000PISO2 C15 Column Automatic 0.0000 70.0000 1.0000PISO2 C16 Column Automatic 0.0000 70.0000 1.0000PISO2 C17 Column Automatic 0.0000 60.0000 1.0000PISO2 C18 Column Automatic 0.0000 60.0000 1.0000PISO2 C19 Column Automatic 0.0000 60.0000 1.0000PISO2 C20 Column Automatic 0.0000 60.0000 1

.0000PISO2 C21 Column Automatic 0.0000 60.0000 1.0000PISO2 C22 Column Automatic 0.0000 60.0000 1.0000PISO2 C23 Column Automatic 0.0000 70.0000 1.0000PISO2 C24 Column Automatic 0.0000 60.0000 1.0000PISO2 C25 Column Automatic 0.0000 60.0000 1

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.0000PISO2 C26 Column Automatic 0.0000 70.0000 1.0000PISO2 C27 Column Automatic 0.0000 60.0000 1.0000PISO2 C28 Column Automatic 0.0000 60.0000 1.0000PISO2 C29 Column Automatic 0.0000 70.0000 1.0000PISO2 C30 Column Automatic 0.0000 60.0000 1.0000PISO2 C31 Column Automatic 0.0000 60.0000 1.0000PISO2 C32 Column Automatic 0.0000 70.0000 1.0000PISO2 C33 Column Automatic 0.0000 60.0000 1.0000PISO2 C34 Column Automatic 0.0000 60.0000 1.0000PISO2 C35 Column Automatic 0.0000 70.0000 1.0000PISO2 C36 Column Automatic 0.0000 60.0000 1.0000PISO2 C37 Column Automatic 0.0000 60.0000 1

.0000PISO2 C38 Column Automatic 0.0000 70.0000 1

.0000PISO2 C39 Column Automatic 0.0000 70.0000 1.0000PISO2 C40 Column Automatic 0.0000 69.3069 1.0000CUB B50 Beam Automatic 32.5000 32.5000 1.0000CUB B51 Beam Automatic 32.5000 32.5000 1.0000CUB B52 Beam Automatic 32.5000 32.5000 1.0000

CUB B56 Beam Automatic 32.5000 32.5000 1.0000CUB B57 Beam Automatic 32.5000 32.5000 1.0000CUB B58 Beam Automatic 32.5000 32.5000 1.0000CUB B59 Beam Automatic 32.5000 32.5000 1.0000CUB B60 Beam Automatic 32.5000 32.5000 1.0000CUB B61 Beam Automatic 32.5000 32.5000 1.0000CUB B65 Beam Automatic 32.5000 32.5000 1

.0000CUB B68 Beam Automatic 32.5000 32.5000 1.0000CUB B70 Beam Automatic 32.5000 32.5000 1.0000CUB B71 Beam Automatic 32.5000 32.5000 1.0000CUB B93 Beam Automatic 32.5000 32.5000 1.0000CUB B94 Beam Automatic 32.5000 32.5000 1

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.0000CUB B95 Beam Automatic 32.5000 32.5000 1.0000CUB B96 Beam Automatic 32.5000 32.5000 1.0000CUB B97 Beam Automatic 32.5000 32.5000 1.0000CUB B98 Beam Automatic 32.5000 32.5000 1.0000CUB B99 Beam Automatic 32.5000 32.5000 1.0000PISO2 B13 Beam Automatic 0.0000 32.5000 1.0000PISO2 B14 Beam Automatic 32.5000 32.5000 1.0000PISO2 B15 Beam Automatic 32.5000 32.5000 1.0000PISO2 B16 Beam Automatic 32.5000 32.5000 1.0000PISO2 B17 Beam Automatic 32.5000 32.5000 1.0000PISO2 B18 Beam Automatic 32.5000 0.0000 1.0000PISO2 B19 Beam Automatic 0.0000 32.5000 1

.0000PISO2 B20 Beam Automatic 32.5000 32.5000 1

.0000PISO2 B21 Beam Automatic 32.5000 32.5000 1.0000PISO2 B22 Beam Automatic 32.5000 32.5000 1.0000PISO2 B23 Beam Automatic 32.5000 32.5000 1.0000PISO2 B24 Beam Automatic 32.5000 0.0000 1.0000PISO2 B25 Beam Automatic 0.0000 32.5000 1.0000

PISO2 B26 Beam Automatic 32.5000 32.5000 1.0000PISO2 B27 Beam Automatic 32.5000 32.5000 1.0000PISO2 B28 Beam Automatic 32.5000 32.5000 1.0000PISO2 B29 Beam Automatic 32.5000 32.5000 1.0000PISO2 B30 Beam Automatic 32.5000 0.0000 1.0000PISO2 B31 Beam Automatic 0.0000 32.5000 1.0000PISO2 B32 Beam Automatic 32.5000 32.5000 1

.0000PISO2 B33 Beam Automatic 32.5000 32.5000 1.0000PISO2 B34 Beam Automatic 32.5000 32.5000 1.0000PISO2 B35 Beam Automatic 32.5000 32.5000 1.0000PISO2 B36 Beam Automatic 32.5000 0.0000 1.0000PISO2 B37 Beam Automatic 0.0000 32.5000 1

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.0000PISO2 B38 Beam Automatic 32.5000 32.5000 1.0000PISO2 B39 Beam Automatic 32.5000 32.5000 1.0000PISO2 B40 Beam Automatic 32.5000 32.5000 1.0000PISO2 B41 Beam Automatic 32.5000 32.5000 1.0000PISO2 B42 Beam Automatic 32.5000 0.0000 1.0000PISO2 B43 Beam Automatic 0.0000 32.5000 1.0000PISO2 B44 Beam Automatic 32.5000 32.5000 1.0000PISO2 B45 Beam Automatic 32.5000 32.5000 1.0000PISO2 B46 Beam Automatic 32.5000 32.5000 1.0000PISO2 B47 Beam Automatic 32.5000 32.5000 1.0000PISO2 B48 Beam Automatic 32.5000 0.0000 1.0000PISO2 B49 Beam Automatic 0.0000 32.5000 1





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.0000PISO2 B256 Beam Automatic 0.0000 0.0000 1.0000PISO2 B257 Beam Automatic 0.0000 0.0000 1.0000PISO2 B258 Beam Automatic 0.0000 0.0000 1.0000PISO2 B259 Beam Automatic 0.0000 0.0000 1.0000

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ETABS v8.11 File: B2MDF Kgf-cm Units PAGE 32Enero 19, 2000 16:41CARLOS JULIO ARBOLEDA AUDRITOBOD1O U T P U T S T A T I O N A S S I G N M E N T S T O L I N E O B J E CT SSTORY LINE LINE MAX STATION MIN NUMBERLEVEL ID TYPE SPACING STATIONSCUB C1 Column N/A 3CUB C2 Column N/A 3CUB C3 Column N/A 3CUB C4 Column N/A 3CUB C5 Column N/A 3CUB C6 Column N/A 3CUB C7 Column N/A 3CUB C8 Column N/A 3CUB C9 Column N/A 3CUB C10 Column N/A 3CUB C11 Column N/A 3CUB C12 Column N/A 3

CUB C13 Column N/A 3CUB C14 Column N/A 3CUB C15 Column N/A 3CUB C16 Column N/A 3CUB C17 Column N/A 3CUB C18 Column N/A 3CUB C19 Column N/A 3CUB C20 Column N/A 3PISO2 C1 Column N/A 3PISO2 C2 Column N/A 3PISO2 C3 Column N/A 3PISO2 C4 Column N/A 3PISO2 C5 Column N/A 3

PISO2 C6 Column N/A 3PISO2 C7 Column N/A 3PISO2 C8 Column N/A 3PISO2 C9 Column N/A 3PISO2 C10 Column N/A 3PISO2 C11 Column N/A 3PISO2 C12 Column N/A 3PISO2 C13 Column N/A 3PISO2 C14 Column N/A 3PISO2 C15 Column N/A 3PISO2 C16 Column N/A 3PISO2 C17 Column N/A 3PISO2 C18 Column N/A 3

PISO2 C19 Column N/A 3PISO2 C20 Column N/A 3PISO2 C21 Column N/A 3PISO2 C22 Column N/A 3PISO2 C23 Column N/A 3PISO2 C24 Column N/A 3PISO2 C25 Column N/A 3PISO2 C26 Column N/A 3PISO2 C27 Column N/A 3PISO2 C28 Column N/A 3

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PISO2 C29 Column N/A 3PISO2 C30 Column N/A 3PISO2 C31 Column N/A 3PISO2 C32 Column N/A 3PISO2 C33 Column N/A 3PISO2 C34 Column N/A 3PISO2 C35 Column N/A 3PISO2 C36 Column N/A 3PISO2 C37 Column N/A 3PISO2 C38 Column N/A 3PISO2 C39 Column N/A 3PISO2 C40 Column N/A 3CUB B50 Beam N/A 3CUB B51 Beam N/A 3CUB B52 Beam N/A 3CUB B56 Beam N/A 3CUB B57 Beam N/A 3CUB B58 Beam N/A 3CUB B59 Beam N/A 3CUB B60 Beam N/A 3CUB B61 Beam N/A 3CUB B65 Beam N/A 3CUB B68 Beam N/A 3CUB B70 Beam N/A 3

CUB B71 Beam N/A 3CUB B93 Beam N/A 3CUB B94 Beam N/A 3CUB B95 Beam N/A 3CUB B96 Beam N/A 3CUB B97 Beam N/A 3CUB B98 Beam N/A 3CUB B99 Beam N/A 3PISO2 B13 Beam N/A 3PISO2 B14 Beam N/A 3PISO2 B15 Beam N/A 3PISO2 B16 Beam N/A 3PISO2 B17 Beam N/A 3

PISO2 B18 Beam N/A 3PISO2 B19 Beam N/A 3PISO2 B20 Beam N/A 3PISO2 B21 Beam N/A 3PISO2 B22 Beam N/A 3PISO2 B23 Beam N/A 3PISO2 B24 Beam N/A 3PISO2 B25 Beam N/A 3PISO2 B26 Beam N/A 3PISO2 B27 Beam N/A 3PISO2 B28 Beam N/A 3PISO2 B29 Beam N/A 3PISO2 B30 Beam N/A 3

PISO2 B31 Beam N/A 3PISO2 B32 Beam N/A 3PISO2 B33 Beam N/A 3PISO2 B34 Beam N/A 3PISO2 B35 Beam N/A 3PISO2 B36 Beam N/A 3PISO2 B37 Beam N/A 3PISO2 B38 Beam N/A 3PISO2 B39 Beam N/A 3PISO2 B40 Beam N/A 3

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PISO2 B41 Beam N/A 3PISO2 B42 Beam N/A 3PISO2 B43 Beam N/A 3PISO2 B44 Beam N/A 3PISO2 B45 Beam N/A 3PISO2 B46 Beam N/A 3PISO2 B47 Beam N/A 3PISO2 B48 Beam N/A 3PISO2 B49 Beam N/A 3PISO2 B50 Beam N/A 3PISO2 B51 Beam N/A 3PISO2 B52 Beam N/A 3PISO2 B53 Beam N/A 3PISO2 B54 Beam N

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