Estudio patológico conjunto residencial edificio de parqueadero Alcaparros de Sauzalito, ciudad Salitre

Date: 09-Sep-18

Structure Type SPACE FRAME

Number of Nodes 3557 Highest Node 4275 Number of Elements 6930 Highest Beam 8052 Number of Plates 3081 Highest Plate 11597

Number of Basic Load Cases 4 Number of Combination Load Cases 9

Included in this printout are data for: All The Whole Structure

Included in this printout are results for load cases:

Type L/C Name

Primary 1 CARGA MUERTA

Primary 2 CARGA VIVA

Primary 3 SISMOX

Primary 4 SISMOZ

Combination 5 GENERATED ACI TABLE1 1 Combination 6 GENERATED ACI TABLE1 2 Combination 7 GENERATED ACI TABLE1 3 Combination 8 GENERATED ACI TABLE1 4 Combination 9 GENERATED ACI TABLE1 5 Combination 10 GENERATED ACI TABLE1 6 Combination 11 GENERATED ACI TABLE1 7 Combination 12 GENERATED ACI TABLE1 8 Combination 13 GENERATED ACI TABLE1 9

Section Properties

Prop Section Area

(cm2₎

Iyy

(cm4₎

Izz

(cm4₎

J (cm4₎

Material

1 Cir 0.40 1.26 E +3 126 E +3 126 E +3 251 E +3 CONC2400PSI 2 Rect 0.40x0.40 1.6 E +3 213 E +3 213 E +3 360 E +3 CONC2400PSI 3 M12X10.8 20.516 42.039 2.78 E +3 1.445 STEEL

Materials

Mat Name E

(kN/mm2₎

 Density

(kg/m3₎

 (/°C) 1 CONCRETO1800PSI 16.132 0.170 2.4 E +3 10 E -6 2 CONCRETO1400PSI 14.517 0.170 2.4 E +3 10 E -6 3 STEEL 205.000 0.300 7.83 E +3 12 E -6 4 STAINLESSSTEEL 197.930 0.300 7.83 E +3 18 E -6 5 CONC2400PSI 18.701 0.170 2.35 E +3 10 E -6 6 ALUMINUM 68.948 0.330 2.71 E +3 23 E -6 7 CONCRETE 21.718 0.170 2.4 E +3 10 E -6

Supports

Node X

(kN/mm) Y (kN/mm)

Z (kN/mm)

rX (kN-_m/deg)

rY (kN-_m/deg)

rZ (kN-_m/deg)

1 Fixed Fixed Fixed Fixed Fixed Fixed

3 Fixed Fixed Fixed Fixed Fixed Fixed

5 Fixed Fixed Fixed Fixed Fixed Fixed

7 Fixed Fixed Fixed Fixed Fixed Fixed

9 Fixed Fixed Fixed Fixed Fixed Fixed

11 Fixed Fixed Fixed Fixed Fixed Fixed

13 Fixed Fixed Fixed Fixed Fixed Fixed

15 Fixed Fixed Fixed Fixed Fixed Fixed

17 Fixed Fixed Fixed Fixed Fixed Fixed

19 Fixed Fixed Fixed Fixed Fixed Fixed

21 Fixed Fixed Fixed Fixed Fixed Fixed

23 Fixed Fixed Fixed Fixed Fixed Fixed

25 Fixed Fixed Fixed Fixed Fixed Fixed

27 Fixed Fixed Fixed Fixed Fixed Fixed

29 Fixed Fixed Fixed Fixed Fixed Fixed

31 Fixed Fixed Fixed Fixed Fixed Fixed

33 Fixed Fixed Fixed Fixed Fixed Fixed

35 Fixed Fixed Fixed Fixed Fixed Fixed

37 Fixed Fixed Fixed Fixed Fixed Fixed

39 Fixed Fixed Fixed Fixed Fixed Fixed

41 Fixed Fixed Fixed Fixed Fixed Fixed

44 Fixed Fixed Fixed Fixed Fixed Fixed

46 Fixed Fixed Fixed Fixed Fixed Fixed

48 Fixed Fixed Fixed Fixed Fixed Fixed

55 Fixed Fixed Fixed Fixed Fixed Fixed

57 Fixed Fixed Fixed Fixed Fixed Fixed

59 Fixed Fixed Fixed Fixed Fixed Fixed

61 Fixed Fixed Fixed Fixed Fixed Fixed

63 Fixed Fixed Fixed Fixed Fixed Fixed

65 Fixed Fixed Fixed Fixed Fixed Fixed

67 Fixed Fixed Fixed Fixed Fixed Fixed

69 Fixed Fixed Fixed Fixed Fixed Fixed

71 Fixed Fixed Fixed Fixed Fixed Fixed

73 Fixed Fixed Fixed Fixed Fixed Fixed

75 Fixed Fixed Fixed Fixed Fixed Fixed

77 Fixed Fixed Fixed Fixed Fixed Fixed

79 Fixed Fixed Fixed Fixed Fixed Fixed

81 Fixed Fixed Fixed Fixed Fixed Fixed

83 Fixed Fixed Fixed Fixed Fixed Fixed

85 Fixed Fixed Fixed Fixed Fixed Fixed

87 Fixed Fixed Fixed Fixed Fixed Fixed

89 Fixed Fixed Fixed Fixed Fixed Fixed

91 Fixed Fixed Fixed Fixed Fixed Fixed

93 Fixed Fixed Fixed Fixed Fixed Fixed

95 Fixed Fixed Fixed Fixed Fixed Fixed

97 Fixed Fixed Fixed Fixed Fixed Fixed

99 Fixed Fixed Fixed Fixed Fixed Fixed

101 Fixed Fixed Fixed Fixed Fixed Fixed

103 Fixed Fixed Fixed Fixed Fixed Fixed

105 Fixed Fixed Fixed Fixed Fixed Fixed

107 Fixed Fixed Fixed Fixed Fixed Fixed

109 Fixed Fixed Fixed Fixed Fixed Fixed

111 Fixed Fixed Fixed Fixed Fixed Fixed

113 Fixed Fixed Fixed Fixed Fixed Fixed

115 Fixed Fixed Fixed Fixed Fixed Fixed

117 Fixed Fixed Fixed Fixed Fixed Fixed

119 Fixed Fixed Fixed Fixed Fixed Fixed

121 Fixed Fixed Fixed Fixed Fixed Fixed

123 Fixed Fixed Fixed Fixed Fixed Fixed

125 Fixed Fixed Fixed Fixed Fixed Fixed

127 Fixed Fixed Fixed Fixed Fixed Fixed

129 Fixed Fixed Fixed Fixed Fixed Fixed

131 Fixed Fixed Fixed Fixed Fixed Fixed

133 Fixed Fixed Fixed Fixed Fixed Fixed

135 Fixed Fixed Fixed Fixed Fixed Fixed

137 Fixed Fixed Fixed Fixed Fixed Fixed

145 Fixed Fixed Fixed Fixed Fixed Fixed

147 Fixed Fixed Fixed Fixed Fixed Fixed

149 Fixed Fixed Fixed Fixed Fixed Fixed

151 Fixed Fixed Fixed Fixed Fixed Fixed

153 Fixed Fixed Fixed Fixed Fixed Fixed

155 Fixed Fixed Fixed Fixed Fixed Fixed

157 Fixed Fixed Fixed Fixed Fixed Fixed

159 Fixed Fixed Fixed Fixed Fixed Fixed

161 Fixed Fixed Fixed Fixed Fixed Fixed

163 Fixed Fixed Fixed Fixed Fixed Fixed

165 Fixed Fixed Fixed Fixed Fixed Fixed

167 Fixed Fixed Fixed Fixed Fixed Fixed

169 Fixed Fixed Fixed Fixed Fixed Fixed

171 Fixed Fixed Fixed Fixed Fixed Fixed

173 Fixed Fixed Fixed Fixed Fixed Fixed

175 Fixed Fixed Fixed Fixed Fixed Fixed

177 Fixed Fixed Fixed Fixed Fixed Fixed

179 Fixed Fixed Fixed Fixed Fixed Fixed

181 Fixed Fixed Fixed Fixed Fixed Fixed

183 Fixed Fixed Fixed Fixed Fixed Fixed

185 Fixed Fixed Fixed Fixed Fixed Fixed

187 Fixed Fixed Fixed Fixed Fixed Fixed

189 Fixed Fixed Fixed Fixed Fixed Fixed

191 Fixed Fixed Fixed Fixed Fixed Fixed

193 Fixed Fixed Fixed Fixed Fixed Fixed

195 Fixed Fixed Fixed Fixed Fixed Fixed

197 Fixed Fixed Fixed Fixed Fixed Fixed

199 Fixed Fixed Fixed Fixed Fixed Fixed

201 Fixed Fixed Fixed Fixed Fixed Fixed

203 Fixed Fixed Fixed Fixed Fixed Fixed

205 Fixed Fixed Fixed Fixed Fixed Fixed

207 Fixed Fixed Fixed Fixed Fixed Fixed

209 Fixed Fixed Fixed Fixed Fixed Fixed

211 Fixed Fixed Fixed Fixed Fixed Fixed

213 Fixed Fixed Fixed Fixed Fixed Fixed

215 Fixed Fixed Fixed Fixed Fixed Fixed

217 Fixed Fixed Fixed Fixed Fixed Fixed

219 Fixed Fixed Fixed Fixed Fixed Fixed

221 Fixed Fixed Fixed Fixed Fixed Fixed

223 Fixed Fixed Fixed Fixed Fixed Fixed

225 Fixed Fixed Fixed Fixed Fixed Fixed

227 Fixed Fixed Fixed Fixed Fixed Fixed

235 Fixed Fixed Fixed Fixed Fixed Fixed

237 Fixed Fixed Fixed Fixed Fixed Fixed

239 Fixed Fixed Fixed Fixed Fixed Fixed

Primary Load Cases

Number Name Type

1 CARGA MUERTA Dead

2 CARGA VIVA Live

3 SISMOX Seismic

4 SISMOZ Seismic

Combination Load Cases

Comb. Combination L/C Name Primary Primary L/C Name Factor

5 GENERATED ACI TABLE1 1 1 CARGA MUERTA 1.40

6 GENERATED ACI TABLE1 2 1 CARGA MUERTA 1.20

2 CARGA VIVA 1.60

7 GENERATED ACI TABLE1 3 1 CARGA MUERTA 1.20

2 CARGA VIVA 1.00

8 GENERATED ACI TABLE1 4 1 CARGA MUERTA 1.20

9 GENERATED ACI TABLE1 5 1 CARGA MUERTA 1.20

2 CARGA VIVA 1.00

3 SISMOX 1.00

10 GENERATED ACI TABLE1 6 1 CARGA MUERTA 1.20

2 CARGA VIVA 1.00

4 SISMOZ 1.00

11 GENERATED ACI TABLE1 7 1 CARGA MUERTA 0.90

12 GENERATED ACI TABLE1 8 1 CARGA MUERTA 0.90

3 SISMOX 1.00

13 GENERATED ACI TABLE1 9 1 CARGA MUERTA 0.90

4 SISMOZ 1.00

1 CARGA MUERTA : Selfweight

Direction Factor Assigned Geometry

452 UNI kN/m GY -0.883 - - -

-453 UNI kN/m GY -0.883 - - -

-454 UNI kN/m GY -0.883 - - -

-455 UNI kN/m GY -0.883 - - -

-456 UNI kN/m GY -0.883 - - -

-457 UNI kN/m GY -0.883 - - -

-458 UNI kN/m GY -0.883 - - -

-459 UNI kN/m GY -0.883 - - -

-460 UNI kN/m GY -0.883 - - -

-461 UNI kN/m GY -0.883 - - -

-462 UNI kN/m GY -0.883 - - -

-463 UNI kN/m GY -0.883 - - -

-464 UNI kN/m GY -0.883 - - -

-465 UNI kN/m GY -0.883 - - -

-466 UNI kN/m GY -0.883 - - -

-467 UNI kN/m GY -0.883 - - -

-468 UNI kN/m GY -0.883 - - -

-469 UNI kN/m GY -0.883 - - -

-470 UNI kN/m GY -0.883 - - -

-471 UNI kN/m GY -0.883 - - -

-472 UNI kN/m GY -0.883 - - -

-473 UNI kN/m GY -0.883 - - -

-474 UNI kN/m GY -0.883 - - -

-475 UNI kN/m GY -0.883 - - -

-476 UNI kN/m GY -0.883 - - -

-477 UNI kN/m GY -0.883 - - -

-478 UNI kN/m GY -0.883 - - -

-479 UNI kN/m GY -0.883 - - -

-480 UNI kN/m GY -0.883 - - -

-481 UNI kN/m GY -0.883 - - -

-482 UNI kN/m GY -0.883 - - -

-483 UNI kN/m GY -0.883 - - -

-484 UNI kN/m GY -0.883 - - -

-485 UNI kN/m GY -0.883 - - -

-486 UNI kN/m GY -0.883 - - -

-487 UNI kN/m GY -0.883 - - -

-488 UNI kN/m GY -0.883 - - -

-489 UNI kN/m GY -0.883 - - -

-490 UNI kN/m GY -0.883 - - -

-491 UNI kN/m GY -0.883 - - -

-492 UNI kN/m GY -0.883 - - -

-493 UNI kN/m GY -0.883 - - -

-497 UNI kN/m GY -0.883 - - -

-498 UNI kN/m GY -0.883 - - -

-499 UNI kN/m GY -0.883 - - -

-500 UNI kN/m GY -0.883 - - -

-501 UNI kN/m GY -0.883 - - -

-502 UNI kN/m GY -0.883 - - -

-503 UNI kN/m GY -0.883 - - -

-504 UNI kN/m GY -0.883 - - -

-505 UNI kN/m GY -0.883 - - -

-506 UNI kN/m GY -0.883 - - -

-507 UNI kN/m GY -0.883 - - -

-508 UNI kN/m GY -0.883 - - -

-509 UNI kN/m GY -0.883 - - -

-510 UNI kN/m GY -0.883 - - -

-511 UNI kN/m GY -0.883 - - -

-512 UNI kN/m GY -0.883 - - -

-513 UNI kN/m GY -0.883 - - -

-514 UNI kN/m GY -0.883 - - -

-515 UNI kN/m GY -0.883 - - -

-516 UNI kN/m GY -0.883 - - -

-517 UNI kN/m GY -0.883 - - -

-518 UNI kN/m GY -0.883 - - -

-519 UNI kN/m GY -0.883 - - -

-521 UNI kN/m GY -0.883 - - -

-522 UNI kN/m GY -0.883 - - -

-523 UNI kN/m GY -0.883 - - -

-524 UNI kN/m GY -0.883 - - -

-525 UNI kN/m GY -0.883 - - -

-526 UNI kN/m GY -0.883 - - -

-527 UNI kN/m GY -0.883 - - -

-528 UNI kN/m GY -0.883 - - -

-529 UNI kN/m GY -0.883 - - -

-530 UNI kN/m GY -0.883 - - -

-531 UNI kN/m GY -0.883 - - -

-532 UNI kN/m GY -0.883 - - -

-533 UNI kN/m GY -0.883 - - -

-534 UNI kN/m GY -0.883 - - -

-535 UNI kN/m GY -0.883 - - -

-536 UNI kN/m GY -0.883 - - -

-537 UNI kN/m GY -0.883 - - -

-538 UNI kN/m GY -0.883 - - -

-539 UNI kN/m GY -0.883 - - -

-543 UNI kN/m GY -0.883 - - -

-544 UNI kN/m GY -0.883 - - -

-545 UNI kN/m GY -0.883 - - -

-546 UNI kN/m GY -0.883 - - -

-547 UNI kN/m GY -0.883 - - -

-548 UNI kN/m GY -0.883 - - -

-549 UNI kN/m GY -0.883 - - -

-550 UNI kN/m GY -0.883 - - -

-551 UNI kN/m GY -0.883 - - -

-552 UNI kN/m GY -0.883 - - -

-553 UNI kN/m GY -0.883 - - -

-554 UNI kN/m GY -0.883 - - -

-555 UNI kN/m GY -0.883 - - -

-556 UNI kN/m GY -0.883 - - -

-557 UNI kN/m GY -0.883 - - -

-558 UNI kN/m GY -0.883 - - -

-559 UNI kN/m GY -0.883 - - -

-560 UNI kN/m GY -0.883 - - -

-561 UNI kN/m GY -0.883 - - -

-562 UNI kN/m GY -0.883 - - -

-563 UNI kN/m GY -0.883 - - -

-564 UNI kN/m GY -0.883 - - -

-565 UNI kN/m GY -0.883 - - -

-566 UNI kN/m GY -0.883 - - -

-567 UNI kN/m GY -0.883 - - -

-568 UNI kN/m GY -0.883 - - -

-569 UNI kN/m GY -0.883 - - -

-570 UNI kN/m GY -0.883 - - -

-571 UNI kN/m GY -0.883 - - -

-572 UNI kN/m GY -0.883 - - -

-573 UNI kN/m GY -0.883 - - -

-574 UNI kN/m GY -0.883 - - -

-575 UNI kN/m GY -0.883 - - -

-576 UNI kN/m GY -0.883 - - -

-577 UNI kN/m GY -0.883 - - -

-578 UNI kN/m GY -0.883 - - -

-579 UNI kN/m GY -0.883 - - -

-580 UNI kN/m GY -0.883 - - -

-581 UNI kN/m GY -0.883 - - -

-582 UNI kN/m GY -0.883 - - -

-583 UNI kN/m GY -0.883 - - -

-584 UNI kN/m GY -0.883 - - -

-588 UNI kN/m GY -0.883 - - -

-589 UNI kN/m GY -0.883 - - -

-590 UNI kN/m GY -0.883 - - -

-591 UNI kN/m GY -0.883 - - -

-592 UNI kN/m GY -0.883 - - -

-593 UNI kN/m GY -0.883 - - -

-594 UNI kN/m GY -0.883 - - -

-595 UNI kN/m GY -0.883 - - -

-596 UNI kN/m GY -0.883 - - -

-597 UNI kN/m GY -0.883 - - -

-598 UNI kN/m GY -0.883 - - -

-599 UNI kN/m GY -0.883 - - -

-600 UNI kN/m GY -0.883 - - -

-601 UNI kN/m GY -0.883 - - -

-602 UNI kN/m GY -0.883 - - -

-603 UNI kN/m GY -0.883 - - -

-604 UNI kN/m GY -0.883 - - -

-605 UNI kN/m GY -0.883 - - -

-606 UNI kN/m GY -0.883 - - -

-607 UNI kN/m GY -0.883 - - -

-608 UNI kN/m GY -0.883 - - -

-609 UNI kN/m GY -0.883 - - -

-610 UNI kN/m GY -0.883 - - -

-611 UNI kN/m GY -0.883 - - -

2 CARGA VIVA : Plate Loads

Plate Type Direction Fa Fb X1

(m)

Y1 (m)

X2 (m)

Y2 (m)

1834 PRE N/mm2 GY -0.005 - - - -

-1835 PRE N/mm2 GY -0.005 - - - -

-1836 PRE N/mm2 GY -0.005 - - - -

-1837 PRE N/mm2 GY -0.005 - - - -

-1838 PRE N/mm2 GY -0.005 - - - -

-1839 PRE N/mm2 GY -0.005 - - - -

-1840 PRE N/mm2 GY -0.005 - - - -

-1841 PRE N/mm2 GY -0.005 - - - -

-1842 PRE N/mm2 GY -0.005 - - - -

-1843 PRE N/mm2 GY -0.005 - - - -

-1844 PRE N/mm2 GY -0.005 - - - -

-1845 PRE N/mm2 GY -0.005 - - - -

-1846 PRE N/mm2 GY -0.005 - - - -

-1849 PRE N/mm2 GY -0.005 - - - -

-1850 PRE N/mm2 GY -0.005 - - - -

-1851 PRE N/mm2 GY -0.005 - - - -

-1852 PRE N/mm2 GY -0.005 - - - -

-1853 PRE N/mm2 GY -0.005 - - - -

-1854 PRE N/mm2 GY -0.005 - - - -

-1855 PRE N/mm2 GY -0.005 - - - -

-1856 PRE N/mm2 GY -0.005 - - - -

-1857 PRE N/mm2 GY -0.005 - - - -

-1858 PRE N/mm2 GY -0.005 - - - -

-1859 PRE N/mm2 GY -0.005 - - - -

-1860 PRE N/mm2 GY -0.005 - - - -

-1861 PRE N/mm2 GY -0.005 - - - -

-1862 PRE N/mm2 GY -0.005 - - - -

-1863 PRE N/mm2 GY -0.005 - - - -

-1864 PRE N/mm2 GY -0.005 - - - -

-1865 PRE N/mm2 GY -0.005 - - - -

-1866 PRE N/mm2 GY -0.005 - - - -

-1867 PRE N/mm2 GY -0.005 - - - -

-1868 PRE N/mm2 GY -0.005 - - - -

-1869 PRE N/mm2 GY -0.005 - - - -

-8053 PRE N/mm2 GY -0.005 - - - -

-8054 PRE N/mm2 GY -0.005 - - - -

-8055 PRE N/mm2 GY -0.005 - - - -

-8056 PRE N/mm2 GY -0.005 - - - -

-8057 PRE N/mm2 GY -0.005 - - - -

-8058 PRE N/mm2 GY -0.005 - - - -

-8059 PRE N/mm2 GY -0.005 - - - -

-8060 PRE N/mm2 GY -0.005 - - - -

-8061 PRE N/mm2 GY -0.005 - - - -

-8062 PRE N/mm2 GY -0.005 - - - -

-8063 PRE N/mm2 GY -0.005 - - - -

-8064 PRE N/mm2 GY -0.005 - - - -

-8065 PRE N/mm2 GY -0.005 - - - -

-8066 PRE N/mm2 GY -0.005 - - - -

-8067 PRE N/mm2 GY -0.005 - - - -

-8068 PRE N/mm2 GY -0.005 - - - -

-8069 PRE N/mm2 GY -0.005 - - - -

-8070 PRE N/mm2 GY -0.005 - - - -

-8071 PRE N/mm2 GY -0.005 - - - -

-8072 PRE N/mm2 GY -0.005 - - - -

-8073 PRE N/mm2 GY -0.005 - - - -

-8077 PRE N/mm2 GY -0.005 - - - -

-8078 PRE N/mm2 GY -0.005 - - - -

-8079 PRE N/mm2 GY -0.005 - - - -

-8080 PRE N/mm2 GY -0.005 - - - -

-8081 PRE N/mm2 GY -0.005 - - - -

-8082 PRE N/mm2 GY -0.005 - - - -

-8083 PRE N/mm2 GY -0.005 - - - -

-8084 PRE N/mm2 GY -0.005 - - - -

-8085 PRE N/mm2 GY -0.005 - - - -

-8086 PRE N/mm2 GY -0.005 - - - -

-8087 PRE N/mm2 GY -0.005 - - - -

-8088 PRE N/mm2 GY -0.005 - - - -

-8089 PRE N/mm2 GY -0.005 - - - -

-8090 PRE N/mm2 GY -0.005 - - - -

-8091 PRE N/mm2 GY -0.005 - - - -

-8092 PRE N/mm2 GY -0.005 - - - -

-8093 PRE N/mm2 GY -0.005 - - - -

-8094 PRE N/mm2 GY -0.005 - - - -

-8095 PRE N/mm2 GY -0.005 - - - -

-8096 PRE N/mm2 GY -0.005 - - - -

-8097 PRE N/mm2 GY -0.005 - - - -

-8098 PRE N/mm2 GY -0.005 - - - -

-8099 PRE N/mm2 GY -0.005 - - - -

-8100 PRE N/mm2 GY -0.005 - - - -

-8101 PRE N/mm2 GY -0.005 - - - -

-8102 PRE N/mm2 GY -0.005 - - - -

-8103 PRE N/mm2 GY -0.005 - - - -

-8104 PRE N/mm2 GY -0.005 - - - -

-8105 PRE N/mm2 GY -0.005 - - - -

-8106 PRE N/mm2 GY -0.005 - - - -

-8107 PRE N/mm2 GY -0.005 - - - -

-8108 PRE N/mm2 GY -0.005 - - - -

-8109 PRE N/mm2 GY -0.005 - - - -

-8110 PRE N/mm2 GY -0.005 - - - -

-8111 PRE N/mm2 GY -0.005 - - - -

-8112 PRE N/mm2 GY -0.005 - - - -

-8113 PRE N/mm2 GY -0.005 - - - -

-8114 PRE N/mm2 GY -0.005 - - - -

-8115 PRE N/mm2 GY -0.005 - - - -

-8116 PRE N/mm2 GY -0.005 - - - -

-8117 PRE N/mm2 GY -0.005 - - - -

-8118 PRE N/mm2 GY -0.005 - - - -

-8122 PRE N/mm2 GY -0.005 - - - -

-8123 PRE N/mm2 GY -0.005 - - - -

-8124 PRE N/mm2 GY -0.005 - - - -

-8125 PRE N/mm2 GY -0.005 - - - -

-8126 PRE N/mm2 GY -0.005 - - - -

-8127 PRE N/mm2 GY -0.005 - - - -

-8128 PRE N/mm2 GY -0.005 - - - -

-8129 PRE N/mm2 GY -0.005 - - - -

-8130 PRE N/mm2 GY -0.005 - - - -

-8131 PRE N/mm2 GY -0.005 - - - -

-8132 PRE N/mm2 GY -0.005 - - - -

-8133 PRE N/mm2 GY -0.005 - - - -

-8134 PRE N/mm2 GY -0.005 - - - -

-8135 PRE N/mm2 GY -0.005 - - - -

-8136 PRE N/mm2 GY -0.005 - - - -

-8137 PRE N/mm2 GY -0.005 - - - -

-8138 PRE N/mm2 GY -0.005 - - - -

-8139 PRE N/mm2 GY -0.005 - - - -

-8140 PRE N/mm2 GY -0.005 - - - -

-8141 PRE N/mm2 GY -0.005 - - - -

-8142 PRE N/mm2 GY -0.005 - - - -

-8143 PRE N/mm2 GY -0.005 - - - -

-8144 PRE N/mm2 GY -0.005 - - - -

-8145 PRE N/mm2 GY -0.005 - - - -

-8146 PRE N/mm2 GY -0.005 - - - -

-8147 PRE N/mm2 GY -0.005 - - - -

-8148 PRE N/mm2 GY -0.005 - - - -

-8149 PRE N/mm2 GY -0.005 - - - -

-8150 PRE N/mm2 GY -0.005 - - - -

-8151 PRE N/mm2 GY -0.005 - - - -

-8152 PRE N/mm2 GY -0.005 - - - -

-8153 PRE N/mm2 GY -0.005 - - - -

-8154 PRE N/mm2 GY -0.005 - - - -

-8155 PRE N/mm2 GY -0.005 - - - -

-8156 PRE N/mm2 GY -0.005 - - - -

-8157 PRE N/mm2 GY -0.005 - - - -

-8158 PRE N/mm2 GY -0.005 - - - -

-8159 PRE N/mm2 GY -0.005 - - - -

-8160 PRE N/mm2 GY -0.005 - - - -

-8161 PRE N/mm2 GY -0.005 - - - -

-8162 PRE N/mm2 GY -0.005 - - - -

-8163 PRE N/mm2 GY -0.005 - - - -

-8167 PRE N/mm2 GY -0.005 - - - -

-8168 PRE N/mm2 GY -0.005 - - - -

-8169 PRE N/mm2 GY -0.005 - - - -

-8170 PRE N/mm2 GY -0.005 - - - -

-8171 PRE N/mm2 GY -0.005 - - - -

-8172 PRE N/mm2 GY -0.005 - - - -

-8173 PRE N/mm2 GY -0.005 - - - -

-8174 PRE N/mm2 GY -0.005 - - - -

-8175 PRE N/mm2 GY -0.005 - - - -

-8176 PRE N/mm2 GY -0.005 - - - -

-8177 PRE N/mm2 GY -0.005 - - - -

-8178 PRE N/mm2 GY -0.005 - - - -

-8179 PRE N/mm2 GY -0.005 - - - -

-8180 PRE N/mm2 GY -0.005 - - - -

-8181 PRE N/mm2 GY -0.005 - - - -

-8182 PRE N/mm2 GY -0.005 - - - -

-8183 PRE N/mm2 GY -0.005 - - - -

-8184 PRE N/mm2 GY -0.005 - - - -

-8185 PRE N/mm2 GY -0.005 - - - -

-8186 PRE N/mm2 GY -0.005 - - - -

-8187 PRE N/mm2 GY -0.005 - - - -

-8188 PRE N/mm2 GY -0.005 - - - -

-8189 PRE N/mm2 GY -0.005 - - - -

-8190 PRE N/mm2 GY -0.005 - - - -

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-9521 PRE N/mm2 GY -0.005 - - - -

-9522 PRE N/mm2 GY -0.005 - - - -

-9523 PRE N/mm2 GY -0.005 - - - -

-9524 PRE N/mm2 GY -0.005 - - - -

-9525 PRE N/mm2 GY -0.005 - - - -

-9526 PRE N/mm2 GY -0.005 - - - -

-9527 PRE N/mm2 GY -0.005 - - - -

-9528 PRE N/mm2 GY -0.005 - - - -

-9529 PRE N/mm2 GY -0.005 - - - -

-9530 PRE N/mm2 GY -0.005 - - - -

-9531 PRE N/mm2 GY -0.005 - - - -

-9532 PRE N/mm2 GY -0.005 - - - -

-9533 PRE N/mm2 GY -0.005 - - - -

-9534 PRE N/mm2 GY -0.005 - - - -