EngSolutions RCB Version 8.5.2 - License No: B1285-A8272 Page No. 1
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Company: JAR INGENIERIA Engineer: JAIME ARISTIZABAL
Project: SISMICA FLOREZ DEL CAMPO TORE II 8:36:30 a. m. 15/04/2015
File: C:\Users\E04-\Desktop\DANIEL\TAREAS\1168 FLORES DEL CAMPO (Fundaciones)\Modelo nuevo\T2\FLORES DEL CAMPO torre 2.rcb
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P L A N T O R S I O N A L I R R E G U L A R I T Y C H E C K - N S R - 10
E A R T H Q U A K E - X E A R T H Q U A K E - Y --- --- Level /h max /h avg max/avg /h Irregular /h max /h avg max/avg /h Irregular _____ _________ _________ _________ _________ _________ _________ _________ _________
21 0.0047 0.0039 1.1870 NO 0.0065 0.0060 1.0799 NO 20 0.0048 0.0041 1.1768 NO 0.0069 0.0062 1.1121 NO 19 0.0049 0.0042 1.1696 NO 0.0071 0.0063 1.1301 NO 18 0.0050 0.0043 1.1663 NO 0.0072 0.0063 1.1291 NO 17 0.0051 0.0044 1.1633 NO 0.0070 0.0064 1.0997 NO 16 0.0051 0.0044 1.1616 NO 0.0071 0.0064 1.1075 NO 15 0.0051 0.0044 1.1606 NO 0.0074 0.0064 1.1554 NO 14 0.0051 0.0044 1.1595 NO 0.0075 0.0064 1.1727 NO 13 0.0051 0.0044 1.1578 NO 0.0074 0.0063 1.1709 NO 12 0.0050 0.0043 1.1561 NO 0.0070 0.0061 1.1325 NO 11 0.0048 0.0042 1.1546 NO 0.0068 0.0059 1.1399 NO 10 0.0046 0.0040 1.1535 NO 0.0068 0.0057 1.1980 NO 9 0.0044 0.0038 1.1516 NO 0.0065 0.0053 1.2196 YES 8 0.0041 0.0036 1.1485 NO 0.0061 0.0050 1.2205 YES 7 0.0037 0.0033 1.1443 NO 0.0053 0.0045 1.1788 NO 6 0.0033 0.0029 1.1398 NO 0.0046 0.0039 1.1808 NO 5 0.0028 0.0025 1.1356 NO 0.0041 0.0033 1.2408 YES 4 0.0023 0.0020 1.1372 NO 0.0033 0.0026 1.2564 YES 3 0.0017 0.0015 1.1482 NO 0.0022 0.0018 1.2392 YES 2 0.0009 0.0005 1.7722 YES 0.0010 0.0008 1.3353 YES _____ _________ _________ _________ _________ _________ _________ _________ _________
Torsional irregularity is considered to exist if /h max > 1.2 /h ave
EXTreme torsional irregularity is considered to exist if /h max > 1.4 /h ave
TORSIONAL IREGULARITIES (1aP) EXIST !!!
EXTREME TORSIONAL IREGULARITIES (1bP) EXIST !!!
Notes:
The determination of torsional irregularities (plan structural irregularity type 1) and computation of amplification factors for accidental torsion Ax, is conducted according to FEMA's NEHRP Recommended Provitions for Seismic Regulations for New Buildings and other Structures, Provisions and Commentary
ed. 1994, 1997, 2000, 2003, 2009, which is applicable to the following building codes derived from the above
documents: (USA) IBC-03/06, ASCE 7-05/10, CBC-01/07, UBC-97, (COLOMBIA) NSR-10, and (PAN) REP-2004,(Dom) R-001, (GUA) NSE10.
A M P L I F I C A T I O N F A C T O R S A C C I D E N T A L T O R S I O N, Ax
E A R T H Q U A K E - X E A R T H Q U A K E - Y --- --- Level max avg max/avg Ax max avg max/avg Ax _____ _________ _________ ________ _________ _________ _________ ________ _________
21 19.727 17.017 1.159 1.000 28.101 24.414 1.151 1.000 20 18.606 16.071 1.158 1.000 26.550 22.962 1.156 1.000 19 17.455 15.093 1.157 1.000 24.903 21.481 1.159 1.000 18 16.282 14.088 1.156 1.000 23.215 19.978 1.162 1.000 17 15.084 13.061 1.155 1.000 21.498 18.454 1.165 1.000 16 13.870 12.017 1.154 1.000 19.808 16.916 1.171 1.000 15 12.645 10.962 1.154 1.000 18.108 15.370 1.178 1.000 14 11.415 9.902 1.153 1.000 16.331 13.826 1.181 1.000 13 10.190 8.843 1.152 1.000 14.538 12.294 1.183 1.000 12 8.978 7.795 1.152 1.000 12.781 10.784 1.185 1.000 11 7.789 6.766 1.151 1.000 11.111 9.308 1.194 1.000 10 6.635 5.765 1.151 1.000 9.498 7.882 1.205 1.008 9 5.528 4.804 1.151 1.000 7.876 6.519 1.208 1.014 8 4.479 3.892 1.151 1.000 6.313 5.235 1.206 1.010 7 3.501 3.038 1.152 1.000 4.870 4.045 1.204 1.006 6 2.608 2.256 1.156 1.000 3.600 2.967 1.213 1.022 5 1.816 1.558 1.165 1.000 2.504 2.023 1.238 1.064 4 1.136 0.958 1.186 1.000 1.533 1.230 1.246 1.078 3 0.583 0.470 1.241 1.069 0.758 0.608 1.248 1.082 2 0.212 0.120 1.772 2.181 0.244 0.183 1.335 1.238
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EngSolutions RCB Version 8.5.2 - License No: B1285-A8272 Page No. 2
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Company: JAR INGENIERIA Engineer: JAIME ARISTIZABAL
Project: SISMICA FLOREZ DEL CAMPO TORE II 8:36:30 a. m. 15/04/2015
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Level max avg max/avg Ax max avg max/avg Ax _____ _________ _________ ________ _________ _________ _________ ________ _________
_____ _________ _________ ________ _________ _________ _________ ________ _________
Displacement units: cm Ax = [max /1.2 ave]² < 3.0
