ETABS v9.7.4 File:CONG_DORM Units:Kip-in Thang Tam 13, 2015
18:17 PAGE 1 S T O R Y D A T A STORY SIMILAR TO HEIGHT ELEVATION 18
13 118,110 2480,315 17 13 118,110 2362,205 16 13 118,110 2244,094
15 13 118,110 2125,984 14 13 118,110 2007,874 13 None 118,110
1889,764 12 STORY 5 118,110 1771,654 11 STORY 5 118,110 1653,543 10
STORY 5 118,110 1535,433 STORY 9 STORY 5 118,110 1417,323 STORY 8
STORY 5 118,110 1299,213 STORY 7 STORY 5 118,110 1181,102 STORY 6
STORY 5 118,110 1062,992 STORY 5 None 118,110 944,882 STORY 4
FOOTING 118,110 826,772 STORY 3 FOOTING 118,110 708,661 STORY 2
FOOTING 118,110 590,551 GROUND FLOO FOOTING 177,165 472,441
BASEMENT FOOTING 177,165 295,276 FOOTING None 118,110 118,110 BASE
None 0,000 ETABS v9.7.4 File:CONG_DORM Units:Kip-in Thang Tam 13,
2015 18:17 PAGE 2 S T A T I C L O A D C A S E S STATIC CASE AUTO
LAT SELF WT NOTIONAL NOTIONAL CASE TYPE LOAD MULTIPLIER FACTOR
DIRECTION DEAD DEAD N/A 1,0000 LIVE LIVE N/A 0,0000 ETABS v9.7.4
File:CONG_DORM Units:Kip-in Thang Tam 13, 2015 18:17 PAGE 3 M A S S
S O U R C E D A T A MASS LATERAL LUMP MASS FROM MASS ONLY AT
STORIES Masses Yes Yes ETABS v9.7.4 File:CONG_DORM Units:Kip-in
Thang Tam 13, 2015 18:17 PAGE 4 D I A P H R A G M M A S S D A T A
STORY DIAPHRAGM MASS-X MASS-Y MMI X-M Y-M 18 D1 4,203E+00 4,203E+00
3,502E+06 1394,437 511,423 17 D1 4,671E+00 4,671E+00 3,973E+06
1411,018 516,006 16 D1 4,671E+00 4,671E+00 3,973E+06 1411,018
516,006 15 D1 4,671E+00 4,671E+00 3,973E+06 1411,018 516,006 14 D1
4,671E+00 4,671E+00 3,973E+06 1411,018 516,006 13 D1 4,671E+00
4,671E+00 3,973E+06 1411,018 516,006 12 D1 4,689E+00 4,689E+00
3,987E+06 1411,453 515,889 11 D1 4,722E+00 4,722E+00 4,014E+06
1411,947 515,675 10 D1 4,722E+00 4,722E+00 4,014E+06 1411,947
515,675 STORY 9 D1 4,722E+00 4,722E+00 4,014E+06 1411,947 515,675
STORY 8 D1 4,722E+00 4,722E+00 4,014E+06 1411,947 515,675 STORY 7
D1 4,722E+00 4,722E+00 4,014E+06 1411,947 515,675 STORY 6 D1
4,722E+00 4,722E+00 4,014E+06 1411,947 515,675 STORY 5 D1 4,722E+00
4,722E+00 4,014E+06 1411,947 515,675 STORY 4 D1 4,740E+00 4,740E+00
4,029E+06 1412,374 515,561 STORY 3 D1 4,773E+00 4,773E+00 4,055E+06
1412,856 515,351 STORY 2 D1 4,813E+00 4,813E+00 4,109E+06 1422,149
516,423 GROUND FLOO D1 5,081E+00 5,081E+00 4,370E+06 1428,883
518,097 BASEMENT D1 5,348E+00 5,348E+00 4,630E+06 1434,945 519,603
FOOTING D1 5,081E+00 5,081E+00 4,370E+06 1428,883 518,097 ETABS
v9.7.4 File:CONG_DORM Units:Kip-in Thang Tam 13, 2015 18:17 PAGE 5
A S S E M B L E D P O I N T M A S S E S STORY UX UY UZ RX RY RZ 18
4,203E+00 4,203E+00 0,000E+00 0,000E+00 0,000E+00 3,502E+06 17
4,671E+00 4,671E+00 0,000E+00 0,000E+00 0,000E+00 3,973E+06 16
4,671E+00 4,671E+00 0,000E+00 0,000E+00 0,000E+00 3,973E+06 15
4,671E+00 4,671E+00 0,000E+00 0,000E+00 0,000E+00 3,973E+06 14
4,671E+00 4,671E+00 0,000E+00 0,000E+00 0,000E+00 3,973E+06 13
4,671E+00 4,671E+00 0,000E+00 0,000E+00 0,000E+00 3,973E+06 12
4,689E+00 4,689E+00 0,000E+00 0,000E+00 0,000E+00 3,987E+06 11
4,722E+00 4,722E+00 0,000E+00 0,000E+00 0,000E+00 4,014E+06 10
4,722E+00 4,722E+00 0,000E+00 0,000E+00 0,000E+00 4,014E+06 STORY 9
4,722E+00 4,722E+00 0,000E+00 0,000E+00 0,000E+00 4,014E+06 STORY 8
4,722E+00 4,722E+00 0,000E+00 0,000E+00 0,000E+00 4,014E+06 STORY 7
4,722E+00 4,722E+00 0,000E+00 0,000E+00 0,000E+00 4,014E+06 STORY 6
4,722E+00 4,722E+00 0,000E+00 0,000E+00 0,000E+00 4,014E+06 STORY 5
4,722E+00 4,722E+00 0,000E+00 0,000E+00 0,000E+00 4,014E+06 STORY 4
4,740E+00 4,740E+00 0,000E+00 0,000E+00 0,000E+00 4,029E+06 STORY 3
4,773E+00 4,773E+00 0,000E+00 0,000E+00 0,000E+00 4,055E+06 STORY 2
4,880E+00 4,880E+00 0,000E+00 0,000E+00 0,000E+00 4,109E+06 GROUND
FLOO 5,147E+00 5,147E+00 0,000E+00 0,000E+00 0,000E+00 4,370E+06
BASEMENT 5,415E+00 5,415E+00 0,000E+00 0,000E+00 0,000E+00
4,630E+06 FOOTING 5,147E+00 5,147E+00 0,000E+00 0,000E+00 0,000E+00
4,370E+06 BASE 5,348E-01 5,348E-01 0,000E+00 0,000E+00 0,000E+00
1,922E+05 Totals 9,594E+01 9,594E+01 0,000E+00 0,000E+00 0,000E+00
8,121E+07 ETABS v9.7.4 File:CONG_DORM Units:Kip-in Thang Tam 13,
2015 18:17 PAGE 6 C E N T E R S O F C U M U L A T I V E M A S S
& C E N T E R S O F R I G I D I T Y STORY DIAPHRAGM
/----------CENTER OF MASS----------//--CENTER OF RIGIDITY--/ LEVEL
NAME MASS ORDINATE-X ORDINATE-Y ORDINATE-X ORDINATE-Y 18 D1
4,203E+00 1394,437 511,423 1312,245 480,860 17 D1 8,875E+00
1403,165 513,835 1315,216 482,548 16 D1 1,355E+01 1405,873 514,584
1319,282 484,585 15 D1 1,822E+01 1407,192 514,948 1324,015 486,856
14 D1 2,289E+01 1407,973 515,164 1329,227 489,332 13 D1 2,756E+01
1408,489 515,307 1334,846 492,006 12 D1 3,225E+01 1408,920 515,391
1340,916 494,913 11 D1 3,697E+01 1409,307 515,428 1347,397 498,112
10 D1 4,169E+01 1409,606 515,456 1354,499 501,663 STORY 9 D1
4,642E+01 1409,844 515,478 1362,316 505,656 STORY 8 D1 5,114E+01
1410,038 515,496 1370,965 510,205 STORY 7 D1 5,586E+01 1410,199
515,511 1380,544 515,443 STORY 6 D1 6,058E+01 1410,336 515,524
1391,101 521,536 STORY 5 D1 6,531E+01 1410,452 515,535 1402,590
528,680 STORY 4 D1 7,005E+01 1410,582 515,537 1414,822 537,153
STORY 3 D1 7,482E+01 1410,727 515,525 1426,956 547,323 STORY 2 D1
7,963E+01 1411,418 515,579 1437,712 559,552 GROUND FLOO D1
8,471E+01 1412,465 515,730 1443,765 573,987 BASEMENT D1 9,006E+01
1413,800 515,960 1431,761 598,348 FOOTING D1 9,514E+01 1414,606
516,074 1375,177 614,031 ETABS v9.7.4 File:CONG_DORM Units:Kip-in
Thang Tam 13, 2015 18:17 PAGE 7 M O D A L P E R I O D S A N D F R E
Q U E N C I E S MODE PERIOD FREQUENCY CIRCULAR FREQ NUMBER (TIME)
(CYCLES/TIME) (RADIANS/TIME) Mode 1 2,22862 0,44871 2,81932 Mode 2
1,97596 0,50608 3,17981 Mode 3 1,67888 0,59564 3,74249 Mode 4
0,57736 1,73203 10,88268 Mode 5 0,49173 2,03364 12,77774 Mode 6
0,42268 2,36583 14,86494 Mode 7 0,26271 3,80654 23,91720 Mode 8
0,21099 4,73961 29,77987 Mode 9 0,18149 5,50997 34,62014 Mode 10
0,15865 6,30323 39,60434 Mode 11 0,11932 8,38052 52,65635 Mode 12
0,11084 9,02175 56,68531 ETABS v9.7.4 File:CONG_DORM Units:Kip-in
Thang Tam 13, 2015 18:17 PAGE 8 M O D A L P A R T I C I P A T I N G
M A S S R A T I O S MODE X-TRANS Y-TRANS Z-TRANS RX-ROTN RY-ROTN
RZ-ROTN NUMBER %MASS %MASS %MASS %MASS %MASS %MASS Mode 1 62,70
< 63> 7,79 < 8> 0,00 < 0> 11,28 < 11> 87,83
< 88> 0,00 < 0> Mode 2 7,89 < 71> 57,85 <
66> 0,00 < 0> 82,31 < 94> 10,79 < 99> 3,67
< 4> Mode 3 0,49 < 71> 3,83 < 69> 0,00 < 0>
5,28 < 99> 0,62 < 99> 65,92 < 70> Mode 4 15,79
< 87> 0,27 < 70> 0,00 < 0> 0,04 < 99> 0,53
0,00 < 70> Mode 5 0,15 < 87> 16,01 < 86> 0,00
< 0> 0,80 0,00 0,05 < 70> Mode 6 0,00 < 87> 0,01
< 86> 0,00 < 0> 0,00 0,00 15,99 < 86> Mode 7 5,13
< 92> 0,01 < 86> 0,00 < 0> 0,00 0,18 0,00 <
86> Mode 8 0,00 < 92> 5,27 < 91> 0,00 < 0>
0,22 0,00 0,01 < 86> Mode 9 0,01 < 92> 0,09 < 91>
0,00 < 0> 0,00 0,00 5,30 < 91> Mode 10 2,26 < 94>
0,00 < 91> 0,00 < 0> 0,00 0,02 0,00 < 91> Mode 11
0,00 < 94> 2,48 < 94> 0,00 < 0> 0,04 0,00 0,03
< 91> Mode 12 1,32 < 96> 0,00 < 94> 0,00 <
0> 0,00 0,01 0,00 < 91> ETABS v9.7.4 File:CONG_DORM
Units:Kip-in Thang Tam 13, 2015 18:17 PAGE 9 M O D A L L O A D P A
R T I C I P A T I O N R A T I O S (STATIC AND DYNAMIC RATIOS ARE IN
PERCENT) TYPE NAME STATIC DYNAMIC Load DEAD 0,7321 18,0227 Load
LIVE 0,0000 0,0000 Accel UX 99,9955 95,7435 Accel UY 99,9937
93,6138 Accel UZ 0,0000 0,0000 Accel RX 100,0000 99,9636 Accel RY
100,0000 99,9893 Accel RZ 90,3934 90,9700 ETABS v9.7.4
File:CONG_DORM Units:Kip-in Thang Tam 13, 2015 18:17 PAGE 10 TOTAL
REACTIVE FORCES (RECOVERED LOADS) AT ORIGIN LOAD FX FY FZ MX MY MZ
DEAD 2,810E-08 4,457E-09 3,718E+04 1,911E+07 -5,351E+07 -1,904E-05
LIVE 0,000E+00 0,000E+00 0,000E+00 0,000E+00 0,000E+00
0,000E+00
