Project Report

13 feb 2015

Project Report

Edificio Examen Alexander

Model File: Edificio, Revision 0

13 feb 2015

Table of Contents

1. Structure Data4

1.1 Story Data4

1.2 Grid Data4

1.3 Point Coordinates5

1.4 Line Connectivity8

1.5 Area Connectivity11

1.6 Mass17

2. Properties19

2.1 Materials19

2.2 Frame Sections19

2.3 Shell Sections19

2.4 Reinforcement Sizes19

3. Assignments20

3.1 Joint Assignments20

3.2 Frame Assignments37

3.3 Shell Assignments56

4. Loads64

4.1 Load Patterns64

4.2 Auto Wind Loading64

4.2.1 Auto Seismic Loading64

4.2.2 Applied Loads67

4.2.3 Functions76

4.2.4 Load Cases77

4.2.5 Load Combinations77

4.2.6 Structure Results78

4.2.7 Story Results103

4.2.8 Point Results155

4.2.9 Modal Results176

List of Tables

Table 1.1 Story Data4

Table 1.2 Grid Systems4

Table 1.3 Grid Lines4

Table 1.4 Joint Coordinates Data5

Table 1.5 Column Connectivity Data8

Table 1.6 Beam Connectivity Data9

Table 1.7 Floor Connectivity Data11

Table 1.8 Wall Connectivity Data15

Table 1.9 Mass Source17

Table 1.10 Centers of Mass and Rigidity17

Table 1.11 Mass Summary by Diaphragm17

Table 1.12 Mass Summary by Story18

Table 2.1 Material Properties - Summary19

Table 2.2 Frame Sections - Summary19

Table 2.3 Shell Sections - Summary19

Table 2.4 Reinforcing Bar Sizes19

Table 3.1 Joint Assignments - Summary20

Table 3.2 Frame Assignments - Summary37

Table 3.3 Shell Assignments - Summary56

Table 4.1 Load Patterns64

Table 4.3 Shell Loads - Uniform67

Table 4.4 Response Spectrum Function - User76

Table 4.5 Load Cases - Summary77

Table 4.6 Load Combinations77

Table 4.7 Base Reactions79

Table 4.8 Centers of Mass and Rigidity79

Table 4.9 Diaphragm Center of Mass Displacements80

Table 4.10 Story Max/Avg Displacements103

Table 4.11 Story Drifts112

Table 4.12 Story Forces129

Table 4.13 Joint Reactions155

Table 4.14 Modal Periods and Frequencies176

Table 4.15 Modal Participating Mass Ratios177

Table 4.16 Modal Load Participation Ratios177

Table 4.17 Modal Direction Factors177

1 Structure DataThis chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity.1.1 Story DataTable 1.1 - Story DataNameHeightmElevationmMaster StorySimilar ToSplice Story

Cuarto de Maquina2,849,08YesNoneNo

Departamento 103,746,28NoCuarto de MaquinaNo










Piso 2 '2,8811,98NoCuarto de MaquinaNo

Piso 21,89,1NoCuarto de MaquinaNo

Piso 1 '1,187,3NoCuarto de MaquinaNo

Piso 11,886,12NoCuarto de MaquinaNo

Planta Baja '1,184,24NoCuarto de MaquinaNo

Planta Baja1,883,06NoCuarto de MaquinaNo

Subterraneo '1,181,18NoCuarto de MaquinaNo

Subterraneo00NoNoneNo

1.2 Grid DataTable 1.2 - Grid SystemsNameTypeStory RangeX OriginmY OriginmRotationdegBubble SizemColor

G1CartesianDefault0001,25ffa0a0a0

Table 1.3 - Grid LinesGrid SystemGrid DirectionGrid IDVisibleBubble LocationOrdinatem

G1XAYesEnd0

G1XBYesEnd0,1

G1XCYesEnd6,15

G1XDYesEnd7,1

G1XEYesEnd13,2

G1XFYesEnd14,15

G1XGYesEnd20,2

G1XHYesEnd20,3

G1Y1YesStart0

G1Y2YesStart4,5

G1Y3YesStart9,2

G1Y4YesStart16,2

G1Y5YesStart20,9

G1Y6YesStart27,9

G1Y7YesStart32,6

1.3 Point CoordinatesTable 1.4 - Joint Coordinates DataLabelXmYmZ Belowm

10,132,60

27,132,60

313,232,60

420,232,60

50,127,90

67,127,90

713,227,90

820,227,90

97,120,90

107,116,20

1113,220,90

1213,216,20

130,19,20

147,19,20

1513,29,20

1620,29,20

170,14,50

187,14,50

1913,24,50

2020,24,50

216,1500

2214,1500

23020,90

24016,20

2520,316,20

2620,320,90

297,100

3520,39,20

3620,34,50

3813,200

3014,15-1,50

316,15-1,50

13814,8-1,0750

3717,2500

4117,2254,50

423,0500

443,054,50

598,6517,550

608,6519,550

6110,7519,550

6210,7517,550

6310,7518,050

6410,7519,050

27027,90

28032,60

5420,320,91,72

5510,8520,90

5610,8516,20

658,5520,90

668,5516,20

678,5516,20,55

707,116,20,55

748,5517,450,55

7510,8517,450

768,5519,650,55

8310,8519,650

898,5517,451

938,5517,450

948,5519,650

518,5517,80

538,5519,30

577,119,30

588,5517,80,55

717,117,80,55

438,5516,21,68

528,5520,91,68

697,120,91,68

727,116,21,68

738,5519,651,68

778,5517,451,68

818,5519,450

867,119,31,35

958,5519,31,35

968,5520,91,35

977,120,91,35

987,117,80

1058,5519,451,35

11414,154,50

1369,854,50

1659,85-0,50

789,8420

827,454,50

882-0,50,39

909,85-0,50,39

919,8420,39

927,4520,39

1007,453,250

17811,340

1799,8540

1809,851,450

18111,31,450

1829,852,7250

800,127,9050

3913,232,6250

400,11,5250

8420,2-0,450

3420,23,991780

4620,179073,512430

4720,116443,036720

5020,012592,568280

6819,868312,110670

8519,684691,667380

8719,463141,241780

10119,205340,837110

10218,913240,456450

10418,589090,102690

10618,23533-0,221460

10817,85467-0,513550

10917,45-0,771360

11117,0244-0,992910

11216,58111-1,176530

11316,1235-1,320810

11515,65506-1,424660

17615,17936-1,487290

17714,7-1,508220

1905,6-1,50

1915,12064-1,479070

1924,64494-1,416440

1934,1765-1,312590

1943,71889-1,168310

1953,2756-0,984690

1962,85-0,763140

1972,44533-0,505340

1982,06467-0,213240

1991,710910,110910

2001,386760,464670

2011,094660,845330

2020,836861,250

2030,615311,67560

2040,431692,118890

2050,287412,57650

2060,183563,044940

2070,120933,520640

2080,140

9913,48-5,450

12413,197920,90

1.4 Line ConnectivityTable 1.5 - Column Connectivity DataColumnI-End PointJ-End PointI-End Story

C222Below

C666Below

C777Below

C888Below

C999Below

C101010Below

C111111Below

C121212Below

C131313Below

C141414Below

C151515Below

C161616Below

C171717Below

C181818Below

C191919Below

C202020Below

C212121Below

C222222Below

C232323Below

C242424Below

C252525Below

C262626Below

C3033Same

C3388Same

C3677Same

C372323Same

C381111Same

C395426Below

C422424Same

C431212Same

C442525Same

C461616Same

C471515Same

C491313Same

C452222Same

C502222Same

C271717Same

C511919Same

C522020Same

C531010Same

C482121Same

C76124124Same

C602121Same

C652626Same

C7044Same

C7244Below

C7333Below

C399Same

C155Below

C555Same

C2911Below

C3211Same

C41414Same

C2822Same

C311818Same

C3466Same

Table 1.6 - Beam Connectivity DataBeamI-End PointJ-End PointCurve Type

B41418None

B91915None

B101512None

B111211None

B12911None

B1567None

B17711None

B191126None

B201012None

B211225None

B232625None

B261415None

B281819None

B32117None

B3396None

B34109None

B351410None

B361814None

B392526None

B442410None

B472122None

B5910None

B669None

B71014None

B256None

B823None

B1312None

B18239None

B291314None

B5537None

B6162None

B662324None

B72218None

B8026None

B852423None

B376None

B14119None

B511718None

B5648None

B5778None

B58826None

B641625None

B651516None

B671920None

B682016None

B6934None

B6015None

B62523None

B811317None

B861324None

B891713None

B912220None

B921922None

B502118None

B7851None

B9084None

B932219None

B422516None

B222413None

B24235None

B11721None

B161620None

B2573None

1.5 Area ConnectivityTable 1.7 - Floor Connectivity DataFloorNumber of EdgesEdge NumberPoint 1Point 2Curve Type

F141911None

2117None

376None

469None

F5411225None

22526None

32611None

41112None

F6411415None

21512None

31210None

41014None

F8411819None

21915None

31514None

41418None

F11412938None

23819None

31918None

41829None

F13411012None

21211None

3119None

4910None

F12413130None

23022None

32221None

42131None

F2411938None

23837None

33741None

44119None

F14414229None

22918None

31844None

44442None

F19412410None

2109None

3923None

42324None

F104169None

2911None

3117None

476None

F17411014None

21415None

31512None

41210None

F26411512None

21210None

31014None

41415None

F234167None

273None

332None

426None

F24411211None

21155None

35556None

45612None

F27415753None

25365None

3659None

4957None

F29417067None

26758None

35871None

47170None

F28414352None

25269None

36972None

47243None

F30418695None

29596None

39697None

49786None

F33411066None

26651None

35198None

49810None

F34411314None

21410None

31024None

42413None

F35411718None

21814None

31413None

41317None

F3641239None

296None

365None

4523None

F384156None

262None

321None

415None

F39411126None

2268None

387None

4711None

F40411516None

21625None

32512None

41215None

F41411920None

22016None

31615None

41519None

F424178None

284None

343None

437None

F43411615None

21519None

31920None

42016None

F444178None

284None

3439None

4397None

F45811514None

21418None

318179None

4179180None

5180181None

6181178None

717819None

81915None

F314120136None

2136165None

316584None

48420None

F322411718None

21829None

32921None

42131None

531190None

6190191None

7191192None

8192193None

9193194None

10194195None

11195196None

12196197None

13197198None

14198199None

15199200None

16200201None

17201202None

18202203None

19203204None

20204205None

21205206None

22206207None

23207208None

2420817None

F462411920None

22034None

33446None

44647None

54750None

65068None

76885None

88587None

987101None

10101102None

11102104None

12104106None

13106108None

14108109None

15109111None

16111112None

17112113None

18113115None

19115176None

20176177None

2117730None

223022None

232238None

243819None

F341806None

262None

321None

4180None

F4711740None

24088None

38890None

49091None

59192None

69218None

71817None

Table 1.8 - Wall Connectivity DataLabelNumber of EdgesEdge NumberPoint 1Point 2Curve TypePoint 1 StoryPoint 2 Story

W8416461NoneBelowBelow

26161NoneBelowSame

36164NoneSameSame

46464NoneSameBelow


26060NoneBelowSame

36061NoneSameSame

46161NoneSameBelow


25959NoneBelowSame

35960NoneSameSame

46060NoneSameBelow


26262NoneBelowSame

36259NoneSameSame

45959NoneSameBelow


26363NoneBelowSame

36362NoneSameSame

46262NoneSameBelow


25667NoneBelowSame

36774NoneSameSame

47475NoneSameBelow


25666NoneBelowSame

36693NoneSameSame

49375NoneSameBelow


25643NoneBelowSame

34377NoneSameSame

47775NoneSameBelow

W22415273NoneSameSame

27383NoneSameSame

38355NoneSameSame

45552NoneSameSame


27157NoneSameSame

35753NoneSameSame

45358NoneSameSame


28183NoneBelowSame

38355NoneSameSame

45565NoneSameBelow


27574NoneBelowSame

37467NoneSameSame

46756NoneSameBelow


29886NoneBelowSame

38695NoneSameSame

49551NoneSameBelow


210583NoneSameSame

38355NoneSameSame

45596NoneSameSame


29483NoneBelowSame

38355NoneSameSame

45565NoneSameBelow

1.6 MassTable 1.9 - Mass SourceMass FromLateral OnlyLump at StoriesLoad PatternMultiplier

Elements and LoadsYesYesCarga del Techo0,25

NoNoCarga Muerta1

NoNoCarga Viva Entre piso0,5

Table 1.10 - Centers of Mass and RigidityStoryDiaphragmMass Xkgf-s/mMass Ykgf-s/mXCMmYCMmCumulative Xkgf-s/mCumulative Ykgf-s/mXCCMmYCCMmXCRmYCRm

Cuarto de MaquinaD19499,979499,9710,1515,16649499,979499,9710,1515,1664

Departamento 10D139993,839993,813,439715,976849493,7749493,7712,808315,8212

Departamento 9D162991,2662991,2611,502612,5172112485,03112485,0312,077113,971

Departamento 8D164752,7564752,7511,208812,2438177237,78177237,7811,759913,34

Departamento 7D161425,1561425,1511,265212,8136238662,93238662,9311,632613,2045

Departamento 6D161425,1561425,1511,265212,8136300088,08300088,0811,557413,1245

Departamento 5D161425,1561425,1511,265212,8136361513,23361513,2311,507713,0717

Departamento 4D161425,1561425,1511,265212,8136422938,38422938,3811,472513,0342

Departamento 3D161425,1561425,1511,265212,8136484363,53484363,5311,446213,0062

Departamento 2D161531,1561531,1511,280812,8235545894,68545894,6811,427612,9856

Departamento 1D161479,3861479,3811,306112,8187607374,05607374,0511,415312,9687

Piso 2 'D164719,6464719,6411,468712,9979672093,7672093,711,420412,9715

Piso 2D130392,2230392,223,582718,5688702485,92702485,9211,081313,2137

Piso 1 'D147013,0547013,0515,574116,1091749498,97749498,9711,363213,3953

Piso 1D134560,5134560,513,984118,5668784059,48784059,4811,037913,6233

Planta Baja 'D138469,2838469,2815,421918,3914822528,76822528,7611,242913,8463

Planta BajaD134293,4134293,413,94618,5682856822,17856822,1710,950914,0353

Subterraneo 'D137053,4237053,4215,326318,5529893875,59893875,5911,132214,2225

Table 1.11 - Mass Summary by DiaphragmStoryDiaphragmMass Xkgf-s/mMass Ykgf-s/mMass Moment of Inertiakgf-m-sX Mass CentermY Mass Centerm

Cuarto de MaquinaD19499,979499,97275616,8210,1515,1664

Departamento 10D139993,839993,83310724,7813,439715,9768

Departamento 9D162991,2662991,267215000,9211,502612,5172

Departamento 8D164752,7564752,757531485,5611,208812,2438

Departamento 7D161425,1561425,156919117,5211,265212,8136

Departamento 6D161425,1561425,156919117,5211,265212,8136

Departamento 5D161425,1561425,156919117,5211,265212,8136

Departamento 4D161425,1561425,156919117,5211,265212,8136

Departamento 3D161425,1561425,156919117,5211,265212,8136

Departamento 2D161531,1561531,156931822,4511,280812,8235

Departamento 1D161479,3861479,386916444,9811,306112,8187

Piso 2 'D164719,6464719,647352877,9511,468712,9979

Piso 2D130392,2230392,222853464,753,582718,5688

Piso 1 'D147013,0547013,055979525,5815,574116,1091

Piso 1D134560,5134560,513110602,633,984118,5668

Planta Baja 'D138469,2838469,284183581,9815,421918,3914

Planta BajaD134293,4134293,413119387,113,94618,5682

Subterraneo 'D137053,4237053,423826151,7115,326318,5529

Table 1.12 - Mass Summary by StoryStoryUXkgf-s/mUYkgf-s/mUZkgf-s/m

Cuarto de Maquina9499,979499,970

Departamento 1044548,6844548,680

Departamento 968091,4468091,440

Departamento 869797,969797,90







Departamento 165625,7165625,710

Piso 2 '73447,6973447,690

Piso 231561,6731561,670

Piso 1 '50610,6350610,630

Piso 137745,1237745,120

Planta Baja '41146,7841146,780

Planta Baja35730,4635730,460

Subterraneo '41134,0941134,090

Subterraneo43981,3943981,390

Structure Data13 feb 2015

Page 1 of 12 PropertiesThis chapter provides property information for materials, frame sections, shell sections, and links.2.1 MaterialsTable 2.1 - Material Properties - SummaryNameTypeEkgf/mUnit Weightkgf/mDesign Strengths

4000PsiConcrete25345635410,22402,77Fc=2812278,5 kgf/m

A615Gr60Rebar203900000000,37849,05Fy=42184177,57 kgf/m, Fu=63276266,35 kgf/m

Con 280Concrete25267132800,22400Fc=2800000 kgf/m

2.2 Frame SectionsTable 2.2 - Frame Sections - SummaryNameMaterialShape

C. 1,1x1,10 - 25x25Con 280Rectangular

Viga )0x90Con 280Rectangular

Viga 0,75x0,75Con 280Rectangular

Viga 80x80Con 280Rectangular

Viga 85c85Con 280Rectangular

2.3 Shell SectionsTable 2.3 - Shell Sections - SummaryNameDesign TypeElement TypeMaterialTotal Thicknessm

EscalerasSlabShell-ThinCon 2800,15

losa en 1 direccon ASlabMembraneCon 2800,1

paredes de ascensorWallShell-ThinCon 2800,2

Slab1SlabShell-Thin4000Psi0,2

2.4 Reinforcement SizesTable 2.4 - Reinforcing Bar SizesNameDiametermAream

80,0085E-05

100,017,9E-05

120,0120,000113

140,0140,000154

200,020,000314

250,0250,000491

320,0320,000804

400,040,001257

Properties13 feb 2015

Page 1 of 13 AssignmentsThis chapter provides a listing of the assignments applied to the model.3.1 Joint AssignmentsTable 3.1 - Joint Assignments - SummaryStoryLabelUnique NameDiaphragmRestraints

Cuarto de Maquina9206From Area














Departamento 106148From Area


















































































































































































































































































































































































































































































































Piso 2 '164From Area






















































Piso 2165From Area

Piso 2284From Area

Piso 25141From Area

Piso 26160From Area

Piso 29217From Area

Piso 210255From Area
















Piso 25443From Area










































Piso 1135From Area

Piso 1286From Area

Piso 1542From Area

Piso 16162From Area

Piso 19219From Area





























Piso 17879From Area






Piso 14011From Area

Planta Baja '287From Area


































Planta Baja169From Area


































Subterraneo '289From Area



























Subterraneo136From AreaUX; UY; UZ; RX; RY; RZ

































3.2 Frame AssignmentsTable 3.2 - Frame Assignments - SummaryStoryLabelUnique NameDesign TypeLengthmAnalysis SectionDesign SectionMax Station SpacingmMin Number Stations

Cuarto de MaquinaC9171Column2,8C. 1,1x1,10 - 25x25C. 1,1x1,10 - 25x253






Departamento 10C6118Column3,7C. 1,1x1,10 - 25x25C. 1,1x1,10 - 25x253



































































































































































































Piso 2 'C261Column2,88C. 1,1x1,10 - 25x25C. 1,1x1,10 - 25x253


























Piso 2C37367Column2,98C. 1,1x1,10 - 25x25C. 1,1x1,10 - 25x253







































Planta Baja 'C30205Column3,06C. 1,1x1,10 - 25x25C. 1,1x1,10 - 25x253












Planta BajaC949Column1,88C. 1,1x1,10 - 25x25C. 1,1x1,10 - 25x253












Subterraneo 'C7223Column1,18C. 1,1x1,10 - 25x25C. 1,1x1,10 - 25x253














Cuarto de MaquinaB10708Beam7Viga 0,75x0,75Viga 0,75x0,750,5

Cuarto de MaquinaB11672Beam4,7Viga 0,75x0,75Viga 0,75x0,750,5





Cuarto de MaquinaB35690Beam7Viga 0,75x0,75Viga 0,75x0,750,5

Departamento 10B4498Beam4,7Viga 0,75x0,75Viga 0,75x0,750,5


Departamento 10B10504Beam7Viga 0,75x0,75Viga 0,75x0,750,5





















































































































































































































Departamento 3B12625Beam6,1Viga 0,75x0,75Viga 80x800,5







Departamento 3B32589Beam7Viga 0,75x0,75Viga 80x800,5



































Departamento 2B39258Beam4,7Viga )0x90Viga )0x900,5













































Piso 2 'B9772Beam4,7Viga 0,75x0,75Viga 0,75x0,750,5

Piso 2 'B10718Beam7Viga 0,75x0,75Viga 0,75x0,750,5

Piso 2 'B11682Beam4,7Viga 0,75x0,75Viga 0,75x0,750,5

Pis

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