structural design of warehouse using structural steel

Upload: nirez14

Post on 06-Mar-2016

95 views

Category:

Documents


4 download

DESCRIPTION

Structural Design Report of Steel Building.

TRANSCRIPT

  • UNIT WEIGHT CALCULATION OF COMPOSITE PREFAB BOARDSUnit weight 50 mm thick of Prefab board = 0.250 KN/m250 mm Double wall Gypsum board wt/m2 0.500 KN/m2Unit wt of "C" Alu. Stud 50 mm spacing @ 400 mm V/H

    0.029 KN/m250 mm Double wall Gypsum board wt/m2 /w 50mm alu. studs frames 0.582 KN/m2Height of Partition Wall 1.607 mHeight of Partition Wall 3.239 mHeight of Partition Wall 3.3 mUnit weight of Partition wall of ht. 1.607 m 1.000 KN/mUnit weight of Partition wall of ht. 3.239 m 2.000 KN/mUnit weight of Partition wall of ht. 3.3 m 2.000 KN/m

    AS PER TABLE -1 - IS875-2All Storage Room 7.500 KN/m2Roof accesible 2.000 KN/m2Roof unaccesible 0.750 KN/m2

    AS PER TABLE -1 - IS875-2All Storage Room 7.500 KN/m2Roof accesible 2.000 KN/m2Roof unaccesible 0.750 KN/m2

    DEAD LOAD CALCULATION

    LIVE LOAD CALCULATION

    LIVE LOAD ON SOG

  • For wind+X- Direction Truss'+/-X 0 @ 3.71 m Mid

    truss (KN/m)'+/-X 90 @ EG m End

    truss (KN/m)Vertical V -5.005 -6.673 at each Truss Top CordHorz.H -2.073 -2.764 at each Truss Top Cord

    F

    Summary of wind Load on different orientation of truss in Plan

    90 90

  • Wind Load Calculations for Rectangular Clad BuildingWind Direction X- Direction 0

    Cp = -0.133 force coefficient for the exterior of the Truss. ( Table 8)Cpi = 0.700 wall opening 20% of Wall areaA e = 3.71 eff. Area of the structure, member A e is taken less then total area due to openings

    and sheildings.p d = 2574.645 Design wind pressure = 0.6 V z 2 1.460 KN/m2V z = 65.506 Design wind speed (m/s) at any height z above ground = V b x K 1 X K 2 x K 3V b = 47 basic wind speed at any location (Table B.10)K 1 = 1.00 probability factors or risk factors (Table B.11)Select Probable life of Building 50 yrsSelect Type of Building A 50 yrsSelect type of Terrain Category 1 5 yrsHeight of Structure Lower value 10 m 25 yrsHeight of Structure higher value 15 m 100 yrsActual Height of Structure 11.539 mK 2 for Lower Value = 1.05K 2 for higher Value = 1.09K 2 = 1.06

    Terrian, height, structure size factor (Description below)Category -1

    Category -2Category -3

    Category -4

    Class A --Class B --Class C --

    K 3 = 1.312 Wind direction= 22.499

    EavesRise Span Rise/Span = Truss Ae

    3.724 8.991 0.414 22.499 F EHeight of building 11.539 Ridge wWidth of Building 15.64h/w 0.738 H GHt. of Truss Erec. base plate 8.300 EavesHt. of Truss from base plate 3.239Ht of Vert. Proj of Roof 0.485Outer Plan Proj. of Roof 1.171

    Angle EF GH EG FH20 -0.07 -0.5 -0.8 -0.630 -0.2 -0.2 -0.8 -0.8

    22.499 -0.102 -0.425 -0.800 -0.650Truss Spacing= 3.71 m

    Design Wind Load/Meter 5.416 KN/m FVertical V 5.004 kN/m G +ZHorz.H 2.073 kN/m G -X/+X

    Important Buildings;hospitals, power

    Structures and / or their componenets such as cladding, roofing, etc. having greatest horizontal or verticaldimension between 20 to 50mStructures and / or their componenets such as cladding, roofing, etc. having greatest horizontal or verticaldimension greater greater than 50m

    Refer Page17 For Rectangular Clad Pitched Roof IS875- PART 3 Wind Direction

    General Buildings and StructuresTemporary Sheds, boundary wallsBuildings &Structures with Low life hazard

    Cpe.Wind 0 Wind 90

    at each Purlin

    Exposed Terrian with few or no obstructions and in which the average height of any object surrouding thestructure is less than 1.5 m. It includes open sea coasts and flat treeless plains.Open Terrian with well scattered obstructions having height between 1.5 to 1.0 m. It includes airfields, openparklands, open land near seacoasts, town outskirts etc.

    Structures and / or their componenets such as cladding, roofing, etc. having greatest horizontal or verticaldimension less than 20m

    at each Purlin

    Terrian with numerously closely spaced obstructions having heights upto 10 m. It includes well wooded areas.Towns and industrial areas etc.Terrian with numerous closely spaced large and high obstructions. It includes large city centers and well developindustrial complexes.

  • Revised Disaster Preparedness Warehouse-Dhulikhel HospitalDisaster Preparedness-Warehouse

    Model File: Warehouse-Dhulikhel Hospital, Revision 029/19/2015

  • Table of Contents1. Structure Data 5

    1.1 Story Data 51.2 Grid Data 5

    2. Properties 72.1 Materials 72.2 Frame Sections 72.3 Shell Sections 7

    3. Assignments 83.1 Joint Assignments 83.2 Frame Assignments 333.3 Shell Assignments 81

    4. Loads 984.1 Load Patterns 984.2 Auto Seismic Loading 984.3 Load Cases 1034.4 Load Combinations 103

    5. Analysis Results 1055.1 Structure Results 1055.2 Story Results 1105.3 Modal Results 145

    6. Design Data 1496.1 Steel Frame Design 1496.2 Concrete Frame Design 1806.3 Steel Connection Design 237

  • List of TablesTable 1.1 Story Data 5Table 1.2 Grid Systems 5Table 1.3 Grid Lines 5Table 2.1 Material Properties - Summary 7Table 2.2 Frame Sections - Summary 7Table 2.3 Shell Sections - Summary 7Table 3.1 Joint Assignments - Summary 8Table 3.2 Frame Assignments - Summary 34Table 3.3 Shell Assignments - Summary 81Table 4.1 Load Patterns 98Table 4.4 Load Cases - Summary 103Table 4.5 Load Combinations 103Table 5.1 Base Reactions 105Table 5.2 Centers of Mass and Rigidity 105Table 5.3 Diaphragm Center of Mass Displacements 105Table 5.4 Story Max/Avg Displacements 110Table 5.5 Story Drifts 119Table 5.6 Story Forces 132Table 5.7 Modal Participating Mass Ratios 146Table 5.8 Modal Load Participation Ratios 147Table 6.1 Steel Frame Preferences - IS 800-2007 149Table 6.2 Steel Column Envelope 149Table 6.3 Steel Beam Envelope 156Table 6.4 Steel Brace Envelope 172Table 6.5 Concrete Frame Preferences - IS 456-2000 180Table 6.6 Concrete Column PMM Envelope 180Table 6.7 Concrete Column Shear Envelope 185Table 6.8 Concrete Beam Flexure Envelope 189Table 6.9 Concrete Beam Shear Envelope 211Table 6.10 Concrete Joint Envelope 232Table 6.11 Steel Connection Design Preferences for Vertical Plate (Partial) 237Table 6.12 Steel Connection Design Preferences for Vertical Plate (Full) 237Table 6.13 Steel Connection Design Preferences for Horizontal Plate 237Table 6.14 Steel Connection Design Preferences for Beam Column Shear Major Axis 238Table 6.15 Steel Connection Design Preferences for Beam Column Shear Minor Axis 238Table 6.16 Steel Connection Design Preferences for Beam Column Moment Major Axis 239Table 6.17 Steel Connection Design Preferences for Beam Column Moment Minor Axis 239Table 6.18 Steel Connection Design Preferences for Column Footing Preferences 239Table 6.19 Steel Connection Design Results 240

  • Structure Data 9/19/2015

    Page 5 of 122

    1 Structure DataThis chapter provides model geometry information, including items such as story levels, point coordinates, andelement connectivity.1.1 Story Data

    Table 1.1 - Story DataName Heightmm

    Elevationmm

    MasterStory Similar To

    SpliceStory

    T1-Story5 1632 13324 Yes None NoT1-Story4 1607 11692 No None NoT1-Story3 485 10085 No T1-Story1 NoT1-Story2 3600 9600 No T1-Story1 NoT1-Story1 3900 6000 Yes None NoT1-Base 1100 2100 No T1-Strap NoT1-Strap 1000 1000 Yes None No

    T1-Foundation 0 0 No None NoT3-GF Slab 3900 6000 Yes None NoT3-Plinth 1100 2100 No T3-GF Slab NoT3-Strap 1000 1000 No T3-GF Slab NoT3-Base 0 0 No None No

    1.2 Grid DataTable 1.2 - Grid Systems

    Name Type StoryRangeX Origin

    mY Origin

    mRotationdeg Bubble Size mm Color

    T1-G1 Cartesian Default 0 0 0 1250 ffa0a0a0T3-G1 Cartesian Default 0 0 0 1250 ffa0a0a0

    Table 1.3 - Grid LinesGrid

    SystemGrid

    Direction Grid ID Visible Bubble LocationOrdinate

    mT1-G1 X A Yes End 0T1-G1 X B Yes End 4.572T1-G1 X C Yes End 9.144T1-G1 X D Yes End 13.716T1-G1 X E Yes End 18.288T1-G1 X F Yes End 22.86T1-G1 X G Yes End 27.432T1-G1 Y 1 Yes Start -1.171T1-G1 Y 2 Yes Start 0T1-G1 Y 3 Yes Start 4.42T1-G1 Y 4 Yes Start 8.84T1-G1 Y 5 Yes Start 13.26T1-G1 Y 6 Yes Start 17.68T1-G1 Y 7 Yes Start 18.851T3-G1 X H Yes End 27.632T3-G1 X I Yes End 29.156T3-G1 X J Yes End 30.68T3-G1 Y 1 Yes Start 0T3-G1 Y 2 Yes Start 4.42T3-G1 Y Yes Start 5.944T3-G1 Y 3 Yes Start 8.84T3-G1 Y 4 Yes Start 13.26

  • Structure Data 9/19/2015

    Page 6 of 122

    GridSystem

    GridDirection Grid ID Visible Bubble Location

    Ordinatem

    T3-G1 Y Yes Start 16.156T3-G1 Y 5 Yes Start 17.68

  • Properties 9/19/2015

    Page 7 of 122

    2 PropertiesThis chapter provides property information for materials, frame sections, shell sections, and links.2.1 Materials

    Table 2.1 - Material Properties - SummaryName Type E MPa Unit Weight kN/m Design Strengths

    A615Gr60 Rebar 199947.98 0.3 76.9729 Fy=413.69 MPa, Fu=620.53 MPaFe250 Steel 210000 0.3 76.9729 Fy=300 MPa, Fu=425 MPaFe345 Steel 210000 0.3 76.9729 Fy=345 MPa, Fu=450 MPa

    HYSD500 Rebar 200000 0 76.9729 Fy=500 MPa, Fu=545 MPaM20 Concrete 22360.68 0.2 24.9926 Fc=20 MPa

    2.2 Frame SectionsTable 2.2 - Frame Sections - Summary

    Name Material ShapeCol 300x300-Gable[8#20] M20 Concrete Rectangular

    ISMB 350 Fe345 Steel I/Wide FlangeISMB150 Fe345 Steel I/Wide FlangeISMB200 Fe345 Steel I/Wide FlangeISMB200-D Fe345 SD SectionISMB250 Fe345 Steel I/Wide FlangeISMB300 Fe345 Steel I/Wide Flange

    Pedestral-Col 350x350[4#20+4#16] M20 Concrete RectangularStrap350x230[3#12T/B] M20 Concrete RectangularTie 350x230[3#12T/B] M20 Concrete Rectangular

    Tube 100x100x5 Fe345 Steel TubeTube 50x50x4 Fe345 Steel TubeTube 75X75X4 Fe345 Steel Tube

    2.3 Shell SectionsTable 2.3 - Shell Sections - Summary

    Name DesignTypeElementType Material

    TotalThickness

    mmDeck

    MaterialDeckDepthmm

    Deck Deck Membrane M20 75 Fe250 25Slab-on-Grade-150mm Slab Shell-Thin M20 150

  • Assignments 9/19/2015

    Page 8 of 122

    3 AssignmentsThis chapter provides a listing of the assignments applied to the model.3.1 Joint Assignments

    Table 3.1 - Joint Assignments - SummaryStory Label UniqueName

    Diaphragm Restraints

    T1-Story5 21 144 From AreaT1-Story5 22 171 From AreaT1-Story5 23 119 From AreaT1-Story5 24 167 From AreaT1-Story5 25 207 From AreaT1-Story5 26 238 From AreaT1-Story5 27 2250 From AreaT1-Story5 39 127 From AreaT1-Story5 40 128 From AreaT1-Story5 86 133 From AreaT1-Story5 88 134 From AreaT1-Story5 113 135 From AreaT1-Story5 114 136 From AreaT1-Story5 52 109 From AreaT1-Story5 65 110 From AreaT1-Story5 85 115 From AreaT1-Story5 87 116 From AreaT1-Story5 89 117 From AreaT1-Story5 90 118 From AreaT1-Story5 53 154 From AreaT1-Story5 56 157 From AreaT1-Story5 57 158 From AreaT1-Story5 59 160 From AreaT1-Story5 62 163 From AreaT1-Story4 870 1024 From AreaT1-Story4 871 1025 From AreaT1-Story4 874 1028 From AreaT1-Story4 875 1029 From AreaT1-Story4 877 1031 From AreaT1-Story4 878 1032 From AreaT1-Story4 881 1035 From AreaT1-Story4 882 1036 From AreaT1-Story4 883 1037 From AreaT1-Story4 886 1040 From AreaT1-Story4 887 1041 From AreaT1-Story4 888 1042 From AreaT1-Story4 889 1043 From AreaT1-Story4 890 1044 From AreaT1-Story4 893 1047 From AreaT1-Story4 894 1048 From AreaT1-Story4 896 1050 From AreaT1-Story4 897 1051 From AreaT1-Story4 904 1058 From AreaT1-Story4 907 1061 From AreaT1-Story4 908 1062 From AreaT1-Story4 911 1065 From AreaT1-Story4 912 1064 From AreaT1-Story4 913 1060 From Area

  • Assignments 9/19/2015

    Page 9 of 122

    Story Label UniqueNameDiaphrag

    m RestraintsT1-Story4 914 1059 From AreaT1-Story4 915 1066 From AreaT1-Story4 916 1067 From AreaT1-Story4 917 1068 From AreaT1-Story4 918 1069 From AreaT1-Story4 919 1070 From AreaT1-Story4 920 1071 From AreaT1-Story4 921 1072 From AreaT1-Story4 922 1073 From AreaT1-Story4 923 1074 From AreaT1-Story3 1 138 D1T1-Story3 37 179 D1T1-Story3 1907 258 D1T1-Story3 1914 2263 D1T1-Story3 1924 2267 D1T1-Story3 1929 2271 D1T1-Story3 1932 240 D1T1-Story3 2207 225 D1T1-Story3 2357 210 D1T1-Story3 2507 195 D1T1-Story3 6 149 D1T1-Story3 7 181 D1T1-Story3 8 197 D1T1-Story3 9 212 D1T1-Story3 10 227 D1T1-Story3 11 242 D1T1-Story3 12 260 D1T1-Story3 13 146 D1T1-Story3 20 2269 D1T1-Story3 21 143 D1T1-Story3 27 2253 D1T1-Story3 28 140 D1T1-Story3 34 2261 D1T1-Story2 47 150 From AreaT1-Story2 2 151 From AreaT1-Story2 3 122 From AreaT1-Story2 4 124 From AreaT1-Story2 67 165 From AreaT1-Story2 68 166 From AreaT1-Story2 96 204 From AreaT1-Story2 97 205 From AreaT1-Story2 110 235 From AreaT1-Story2 111 237 From AreaT1-Story2 126 266 From AreaT1-Story2 127 267 From AreaT1-Story2 134 274 From AreaT1-Story2 141 281 From AreaT1-Story2 45 964 From AreaT1-Story2 63 968 From AreaT1-Story2 149 977 From AreaT1-Story2 154 980 From AreaT1-Story2 168 989 From AreaT1-Story2 173 992 From AreaT1-Story2 178 995 From AreaT1-Story2 179 996 From Area

  • Assignments 9/19/2015

    Page 10 of 122

    Story Label UniqueNameDiaphrag

    m RestraintsT1-Story2 195 1008 From AreaT1-Story2 200 1011 From AreaT1-Story2 205 1014 From AreaT1-Story2 206 1015 From AreaT1-Story2 873 1027 From AreaT1-Story2 876 1030 From AreaT1-Story2 879 1033 From AreaT1-Story2 880 1034 From AreaT1-Story2 892 1046 From AreaT1-Story2 895 1049 From AreaT1-Story2 898 1052 From AreaT1-Story2 899 1053 From AreaT1-Story2 900 1054 From AreaT1-Story2 901 1055 From AreaT1-Story2 902 1056 From AreaT1-Story2 903 1057 From AreaT1-Story1 1 137 D2T1-Story1 37 178 D2T1-Story1 1907 257 D2T1-Story1 1932 239 D2T1-Story1 2207 224 D2T1-Story1 2357 209 D2T1-Story1 2507 194 D2T1-Story1 6 148 D2T1-Story1 7 180 D2T1-Story1 8 196 D2T1-Story1 9 211 D2T1-Story1 10 226 D2T1-Story1 11 241 D2T1-Story1 12 259 D2T1-Story1 13 145 D2T1-Story1 14 172 D2T1-Story1 15 188 D2T1-Story1 17 203 D2T1-Story1 18 218 D2T1-Story1 19 233 D2T1-Story1 20 248 D2T1-Story1 21 142 D2T1-Story1 22 169 D2T1-Story1 23 185 D2T1-Story1 24 200 D2T1-Story1 25 215 D2T1-Story1 26 230 D2T1-Story1 27 245 D2T1-Story1 28 139 D2T1-Story1 29 175 D2T1-Story1 30 191 D2T1-Story1 31 206 D2T1-Story1 32 221 D2T1-Story1 33 236 D2T1-Story1 34 252 D2T1-Story1 142 405 D2T1-Story1 144 407 D2T1-Story1 152 406 D2T1-Story1 153 408 D2

  • Assignments 9/19/2015

    Page 11 of 122

    Story Label UniqueNameDiaphrag

    m RestraintsT1-Story1 157 415 D2T1-Story1 161 419 D2T1-Story1 162 420 D2T1-Story1 166 424 D2T1-Story1 167 425 D2T1-Story1 171 429 D2T1-Story1 172 430 D2T1-Story1 176 434 D2T1-Story1 177 435 D2T1-Story1 188 439 D2T1-Story1 189 440 D2T1-Story1 193 444 D2T1-Story1 194 445 D2T1-Story1 242 426 D2T1-Story1 243 431 D2T1-Story1 244 436 D2T1-Story1 245 441 D2T1-Story1 246 446 D2T1-Story1 247 451 D2T1-Story1 248 456 D2T1-Story1 249 461 D2T1-Story1 905 201 From AreaT1-Story1 906 269 From AreaT1-Story1 910 404 From AreaT1-Story1 931 1080 From AreaT1-Story1 937 1085 From AreaT1-Story1 943 1089 From AreaT1-Story1 957 1132 From AreaT1-Story1 958 1133 From AreaT1-Story1 959 1134 From AreaT1-Story1 960 1138 From AreaT1-Story1 961 1139 From AreaT1-Story1 962 1140 From AreaT1-Story1 963 1141 From AreaT1-Story1 964 1142 From AreaT1-Story1 965 1143 From AreaT1-Story1 966 1144 From AreaT1-Story1 967 1145 From AreaT1-Story1 968 1146 From AreaT1-Story1 969 1147 From AreaT1-Story1 970 1148 From AreaT1-Story1 956 1155 From AreaT1-Story1 973 1156 From AreaT1-Story1 974 1153 From AreaT1-Story1 975 1154 From AreaT1-Story1 976 1157 From AreaT1-Story1 977 1158 From AreaT1-Story1 978 1159 From AreaT1-Story1 979 1160 From AreaT1-Story1 980 1161 From AreaT1-Story1 981 1162 From AreaT1-Base 1 3 D1T1-Base 37 16 D1T1-Base 1907 94 D1T1-Base 1932 79 D1

  • Assignments 9/19/2015

    Page 12 of 122

    Story Label UniqueNameDiaphrag

    m RestraintsT1-Base 2207 64 D1T1-Base 2357 49 D1T1-Base 2507 33 D1T1-Base 6 15 D1T1-Base 7 20 D1T1-Base 8 45 D1T1-Base 9 61 D1T1-Base 10 76 D1T1-Base 11 91 D1T1-Base 12 106 D1T1-Base 13 12 D1T1-Base 14 19 D1T1-Base 15 42 D1T1-Base 17 58 D1T1-Base 18 73 D1T1-Base 19 88 D1T1-Base 20 103 D1T1-Base 21 9 D1T1-Base 22 18 D1T1-Base 23 39 D1T1-Base 24 55 D1T1-Base 25 70 D1T1-Base 26 85 D1T1-Base 27 100 D1T1-Base 28 6 D1T1-Base 29 17 D1T1-Base 30 36 D1T1-Base 31 52 D1T1-Base 32 67 D1T1-Base 33 82 D1T1-Base 34 97 D1T1-Base 250 282 From AreaT1-Base 251 283 From AreaT1-Base 252 284 From AreaT1-Base 253 285 From AreaT1-Base 254 286 From AreaT1-Base 255 287 From AreaT1-Base 256 288 From AreaT1-Base 257 289 From AreaT1-Base 258 290 From AreaT1-Base 628 721 From AreaT1-Base 629 722 From AreaT1-Base 630 723 From AreaT1-Base 631 724 From AreaT1-Base 632 725 From AreaT1-Base 633 726 From AreaT1-Base 634 727 From AreaT1-Base 635 728 From AreaT1-Base 636 729 From AreaT1-Base 637 730 From AreaT1-Base 638 731 From AreaT1-Base 639 732 From AreaT1-Base 640 733 From AreaT1-Base 641 734 From AreaT1-Base 642 735 From Area

  • Assignments 9/19/2015

    Page 13 of 122

    Story Label UniqueNameDiaphrag

    m RestraintsT1-Base 643 736 From AreaT1-Base 644 737 From AreaT1-Base 645 738 From AreaT1-Base 646 739 From AreaT1-Base 647 740 From AreaT1-Base 648 741 From AreaT1-Base 649 742 From AreaT1-Base 650 743 From AreaT1-Base 651 744 From AreaT1-Base 652 745 From AreaT1-Base 653 746 From AreaT1-Base 654 747 From AreaT1-Base 655 748 From AreaT1-Base 656 749 From AreaT1-Base 657 750 From AreaT1-Base 658 751 From AreaT1-Base 659 752 From AreaT1-Base 660 753 From AreaT1-Base 661 754 From AreaT1-Base 662 755 From AreaT1-Base 663 756 From AreaT1-Base 664 757 From AreaT1-Base 665 758 From AreaT1-Base 666 759 From AreaT1-Base 667 760 From AreaT1-Base 668 761 From AreaT1-Base 669 762 From AreaT1-Base 670 763 From AreaT1-Base 671 764 From AreaT1-Base 672 765 From AreaT1-Base 673 766 From AreaT1-Base 674 767 From AreaT1-Base 675 768 From AreaT1-Base 676 769 From AreaT1-Base 677 770 From AreaT1-Base 678 771 From AreaT1-Base 679 772 From AreaT1-Base 680 773 From AreaT1-Base 681 774 From AreaT1-Base 682 775 From AreaT1-Base 683 776 From AreaT1-Base 684 777 From AreaT1-Base 685 778 From AreaT1-Base 686 779 From AreaT1-Base 687 780 From AreaT1-Base 688 781 From AreaT1-Base 689 782 From AreaT1-Base 690 783 From AreaT1-Base 691 784 From AreaT1-Base 692 785 From AreaT1-Base 693 786 From AreaT1-Base 694 787 From AreaT1-Base 695 788 From AreaT1-Base 696 789 From AreaT1-Base 697 790 From Area

  • Assignments 9/19/2015

    Page 14 of 122

    Story Label UniqueNameDiaphrag

    m RestraintsT1-Base 698 791 From AreaT1-Base 699 792 From AreaT1-Base 700 793 From AreaT1-Strap 7 25 From AreaT1-Strap 8 44 From AreaT1-Strap 9 60 From AreaT1-Strap 10 75 From AreaT1-Strap 11 90 From AreaT1-Strap 12 105 From AreaT1-Strap 13 11 From AreaT1-Strap 14 24 From AreaT1-Strap 15 41 From AreaT1-Strap 17 57 From AreaT1-Strap 18 72 From AreaT1-Strap 19 87 From AreaT1-Strap 20 102 From AreaT1-Strap 21 8 From AreaT1-Strap 22 23 From AreaT1-Strap 23 38 From AreaT1-Strap 24 54 From AreaT1-Strap 25 69 From AreaT1-Strap 26 84 From AreaT1-Strap 27 99 From AreaT1-Strap 28 5 From AreaT1-Strap 29 22 From AreaT1-Strap 30 35 From AreaT1-Strap 31 51 From AreaT1-Strap 32 66 From AreaT1-Strap 33 81 From AreaT1-Strap 34 96 From AreaT1-Strap 938 1137 From AreaT1-Strap 940 1135 From AreaT1-Strap 942 1095 From AreaT1-Strap 943 1092 From Area

    T1-Foundation 1 1 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 37 26 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 1907 92 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 1932 77 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 2207 62 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 2357 47 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 2507 31 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 6 13 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 7 30 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 8 43 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 9 59 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 10 74 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 11 89 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 12 104 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 13 10 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 14 29 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 15 40 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 17 56 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 18 71 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 19 86 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 20 101 From Area UX; UY; UZ; RX; RY; RZ

  • Assignments 9/19/2015

    Page 15 of 122

    Story Label UniqueNameDiaphrag

    m RestraintsT1-Foundation 21 7 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 22 28 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 23 37 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 24 53 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 25 68 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 26 83 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 27 98 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 28 4 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 29 27 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 30 34 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 31 50 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 32 65 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 33 80 From Area UX; UY; UZ; RX; RY; RZT1-Foundation 34 95 From Area UX; UY; UZ; RX; RY; RZT3-GF Slab 928 1076 From AreaT3-GF Slab 929 1078 From AreaT3-GF Slab 930 1079 From AreaT3-GF Slab 934 1083 From AreaT3-GF Slab 935 1084 From AreaT3-GF Slab 939 1093 From AreaT3-GF Slab 941 1101 From AreaT3-GF Slab 944 1098 From AreaT3-GF Slab 945 1099 From AreaT3-GF Slab 947 1113 From AreaT3-GF Slab 948 1114 From AreaT3-GF Slab 951 1117 From AreaT3-GF Slab 953 1119 From AreaT3-GF Slab 955 1121 From AreaT3-Plinth 927 1075 From AreaT3-Plinth 932 1081 From AreaT3-Plinth 933 1082 From AreaT3-Plinth 936 1097 From AreaT3-Plinth 939 1100 From AreaT3-Plinth 946 1112 From AreaT3-Plinth 949 1115 From AreaT3-Plinth 950 1116 From AreaT3-Plinth 952 1118 From AreaT3-Plinth 954 1120 From AreaT3-Strap 927 1111 From AreaT3-Strap 932 1103 From AreaT3-Strap 933 1105 From AreaT3-Strap 936 1107 From AreaT3-Strap 939 1109 From AreaT3-Strap 946 1131 From AreaT3-Strap 949 1123 From AreaT3-Strap 950 1125 From AreaT3-Strap 952 1127 From AreaT3-Strap 954 1129 From AreaT3-Base 927 1110 From Area UX; UY; UZ; RX; RY; RZT3-Base 932 1102 From Area UX; UY; UZ; RX; RY; RZT3-Base 933 1104 From Area UX; UY; UZ; RX; RY; RZT3-Base 936 1106 From Area UX; UY; UZ; RX; RY; RZT3-Base 939 1108 From Area UX; UY; UZ; RX; RY; RZT3-Base 946 1130 From Area UX; UY; UZ; RX; RY; RZT3-Base 949 1122 From Area UX; UY; UZ; RX; RY; RZ

  • Assignments 9/19/2015

    Page 16 of 122

    Story Label UniqueNameDiaphrag

    m RestraintsT3-Base 950 1124 From Area UX; UY; UZ; RX; RY; RZT3-Base 952 1126 From Area UX; UY; UZ; RX; RY; RZT3-Base 954 1128 From Area UX; UY; UZ; RX; RY; RZT3-Base 938 1136 From Area UX; UY; UZ; RX; RY; RZT3-Base 940 1096 From Area UX; UY; UZ; RX; RY; RZT3-Base 942 1094 From Area UX; UY; UZ; RX; RY; RZT3-Base 943 1091 From Area UX; UY; UZ; RX; RY; RZ

    3.2 Frame AssignmentsTable 3.2 - Frame Assignments - Summary

    Story Label UniqueNameDesignType

    Lengthmm Analysis Section Design Section

    AxisAngledeg

    MaxStationSpacingmm

    MinNumberStations

    T1-Story5 C29 378 Column 1632 ISMB250 ISMB250 3T1-Story5 C35 268 Column 1632 ISMB250 ISMB250 3T1-Story5 C2 546 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C3 547 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C4 553 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C5 554 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C42 587 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C43 588 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C44 589 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C50 577 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C52 578 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C53 579 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C54 580 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C62 616 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C63 617 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C66 618 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C77 651 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C79 652 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C80 653 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C81 654 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C87 666 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C88 667 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C89 668 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C96 700 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C97 701 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C98 702 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C100 703 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C106 715 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C107 716 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C108 717 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C115 750 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C116 751 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C117 752 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C118 753 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C124 765 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C125 766 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story5 C126 767 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C20 254 Column 1607 ISMB250 ISMB250 3T1-Story4 C26 1806 Column 1607 ISMB250 ISMB250 180 3T1-Story4 C29 360 Column 1607 ISMB250 ISMB250 3

  • Assignments 9/19/2015

    Page 17 of 122

    Story Label UniqueNameDesignType

    Lengthmm Analysis Section Design Section

    AxisAngledeg

    MaxStationSpacingmm

    MinNumberStations

    T1-Story4 C35 267 Column 1607 ISMB250 ISMB250 3T1-Story4 C60 248 Column 1607 ISMB250 ISMB250 3T1-Story4 C72 463 Column 1607 ISMB250 ISMB250 3T1-Story4 C37 555 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C38 557 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C39 558 Column 600 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C40 559 Column 600 Tube 75X75X4 Tube 75X75X4 3T1-Story4 C45 590 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C47 591 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C48 592 Column 600 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C49 593 Column 600 Tube 75X75X4 Tube 75X75X4 3T1-Story4 C55 581 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C57 582 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C58 583 Column 600 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C61 584 Column 600 Tube 75X75X4 Tube 75X75X4 3T1-Story4 C68 620 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C71 621 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C73 622 Column 600 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C76 623 Column 600 Tube 75X75X4 Tube 75X75X4 3T1-Story4 C82 655 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C83 656 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C84 657 Column 600 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C85 658 Column 600 Tube 75X75X4 Tube 75X75X4 3T1-Story4 C90 669 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C92 670 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C93 671 Column 600 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C95 672 Column 600 Tube 75X75X4 Tube 75X75X4 3T1-Story4 C101 704 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C102 705 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C104 706 Column 600 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C105 707 Column 600 Tube 75X75X4 Tube 75X75X4 3T1-Story4 C109 718 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C110 719 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C112 720 Column 600 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C113 721 Column 600 Tube 75X75X4 Tube 75X75X4 3T1-Story4 C120 754 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C121 755 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C122 756 Column 600 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C123 757 Column 600 Tube 75X75X4 Tube 75X75X4 3T1-Story4 C127 768 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C128 769 Column 1200 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C129 770 Column 600 Tube 50x50x4 Tube 50x50x4 3T1-Story4 C130 771 Column 600 Tube 75X75X4 Tube 75X75X4 3T1-Story3 C46 245 Column 4085 ISMB300 ISMB300 3T1-Story3 C41 449 Column 4085 ISMB300 ISMB300 90 3T1-Story3 C78 422 Column 4085 ISMB300 ISMB300 90 3T1-Story3 C91 395 Column 4085 ISMB300 ISMB300 90 3T1-Story3 C99 368 Column 4085 ISMB300 ISMB300 90 3T1-Story3 C111 341 Column 4085 ISMB300 ISMB300 90 3T1-Story3 C119 312 Column 4085 ISMB300 ISMB300 90 3T1-Story3 C13 256 Column 4085 ISMB200-D ISMB200-D 3T1-Story3 C14 314 Column 4085 ISMB300 ISMB300 90 3T1-Story3 C15 343 Column 4085 ISMB300 ISMB300 90 3

  • Assignments 9/19/2015

    Page 18 of 122

    Story Label UniqueNameDesignType

    Lengthmm Analysis Section Design Section

    AxisAngledeg

    MaxStationSpacingmm

    MinNumberStations

    T1-Story3 C16 370 Column 4085 ISMB300 ISMB300 90 3T1-Story3 C17 397 Column 4085 ISMB300 ISMB300 90 3T1-Story3 C18 424 Column 4085 ISMB300 ISMB300 90 3T1-Story3 C19 451 Column 4085 ISMB300 ISMB300 90 3T1-Story3 C27 253 Column 4085 ISMB300 ISMB300 3T1-Story3 C28 473 Column 4085 ISMB300 ISMB300 3T1-Story3 C56 250 Column 4085 ISMB300 ISMB300 3T1-Story3 C59 128 Column 4085 ISMB300 ISMB300 3T1-Story3 C74 247 Column 4085 ISMB300 ISMB300 3T1-Story3 C75 129 Column 4085 ISMB300 ISMB300 3T1-Story1 C1 244 Column 3900 ISMB200-D ISMB200-D 3T1-Story1 C36 448 Column 3900 ISMB200-D ISMB200-D 3T1-Story1 C51 421 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C86 394 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C94 367 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C103 340 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C114 311 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C6 255 Column 3900 ISMB200-D ISMB200-D 3T1-Story1 C7 313 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C8 342 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C9 369 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C10 396 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C11 423 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C12 450 Column 3900 ISMB200-D ISMB200-D 3T1-Story1 C20 252 Column 3900 ISMB200-D ISMB200-D 3T1-Story1 C21 305 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C22 334 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C23 361 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C24 388 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C25 415 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C26 442 Column 3900 ISMB200-D ISMB200-D 180 3T1-Story1 C29 249 Column 3900 ISMB200-D ISMB200-D 3T1-Story1 C30 302 Column 3900 ISMB200-D ISMB200-D 3T1-Story1 C31 331 Column 3900 ISMB200-D ISMB200-D 3T1-Story1 C32 358 Column 3900 ISMB200-D ISMB200-D 3T1-Story1 C33 385 Column 3900 ISMB200-D ISMB200-D 3T1-Story1 C34 412 Column 3900 ISMB200-D ISMB200-D 3T1-Story1 C35 439 Column 3900 ISMB200-D ISMB200-D 3T1-Story1 C60 246 Column 3900 ISMB200-D ISMB200-D 3T1-Story1 C64 308 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C65 337 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C67 364 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C69 391 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C70 418 Column 3900 ISMB200-D ISMB200-D 90 3T1-Story1 C72 445 Column 3900 ISMB200-D ISMB200-D 180 3T1-Base C1 2 Column 1100 Pedestral-Col 350x350[4#20+4#16] Pedestral-Col350x350[4#20+4#16] 3

    T1-Base C36 111 Column 1100 Pedestral-Col 350x350[4#20+4#16] Pedestral-Col350x350[4#20+4#16] 3

    T1-Base C51 93 Column 1100 Pedestral-Col 350x350[4#20+4#16] Pedestral-Col350x350[4#20+4#16] 90 3

    T1-Base C86 75 Column 1100 Pedestral-Col 350x350[4#20+4#16] Pedestral-Col350x350[4#20+4#16] 90 3T1-Base C94 57 Column 1100 Pedestral-Col 350x350[4#20+4#16] Pedestral-Col 90 3

  • Assignments 9/19/2015

    Page 19 of 122

    Story Label UniqueNameDesignType

    Lengthmm Analysis Section Design Section

    AxisAngledeg

    MaxStationSpacingmm

    MinNumberStations

    350x350[4#20+4#16]T1-Story5 B164 365 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B171 379 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B172 393 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B179 482 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B6 158 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B35 187 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B36 194 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B3 132 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B46 143 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B48 144 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B70 468 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B73 383 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B74 384 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B77 389 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B80 402 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B81 403 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B83 487 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B89 414 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B90 416 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B95 420 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B103 431 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B107 432 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B109 501 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B112 444 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B113 446 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B117 457 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B120 460 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B121 461 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B124 869 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B127 471 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B128 472 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B132 476 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B135 479 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B136 480 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B140 870 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B143 491 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B144 492 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B148 498 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B151 503 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B152 504 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B282 846 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B283 847 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B286 850 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B287 851 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B290 854 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B291 855 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B294 858 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B295 859 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B301 862 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B331 865 Beam 5778.5 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B333 867 Beam 5778.5 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B344 878 Beam 5778.5 Tube 75X75X4 Tube 75X75X4 3

  • Assignments 9/19/2015

    Page 20 of 122

    Story Label UniqueNameDesignType

    Lengthmm Analysis Section Design Section

    AxisAngledeg

    MaxStationSpacingmm

    MinNumberStations

    T1-Story5 B345 863 Beam 4572.1 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B347 843 Beam 4572.1 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B349 842 Beam 4572.1 Tube 75X75X4 Tube 75X75X4 500T1-Story5 B368 896 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B370 898 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B372 900 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B374 902 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B376 904 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B378 906 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B380 908 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B382 910 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B384 912 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B386 914 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B388 916 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B390 918 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B392 920 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B394 922 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B396 924 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B398 926 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B400 928 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story5 B402 930 Beam 2889.2 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B50 732 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B51 366 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B52 406 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B53 435 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B54 464 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B55 483 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B98 1836 Beam 4703.1 ISMB150 ISMB150 3T1-Story4 B251 500 Beam 4420 ISMB150 ISMB150 500T1-Story4 B252 280 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B253 404 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B254 433 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B255 462 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B256 481 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B257 505 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B280 350 Beam 4703.1 ISMB150 ISMB150 3T1-Story4 B5 157 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B11 179 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B19 186 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B2 131 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B42 141 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B44 142 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B56 149 Beam 1175.8 ISMB150 ISMB150 3T1-Story4 B58 150 Beam 1175.8 ISMB150 ISMB150 3T1-Story4 B59 152 Beam 1175.8 ISMB150 ISMB150 3T1-Story4 B60 153 Beam 1175.8 ISMB150 ISMB150 3T1-Story4 B84 203 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B85 210 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B86 211 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B92 218 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B93 219 Beam 1175.8 ISMB150 ISMB150 3T1-Story4 B99 226 Beam 1175.8 ISMB150 ISMB150 3T1-Story4 B100 227 Beam 1175.8 ISMB150 ISMB150 3

  • Assignments 9/19/2015

    Page 21 of 122

    Story Label UniqueNameDesignType

    Lengthmm Analysis Section Design Section

    AxisAngledeg

    MaxStationSpacingmm

    MinNumberStations

    T1-Story4 B101 234 Beam 1175.8 ISMB150 ISMB150 3T1-Story4 B102 261 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B104 273 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B105 274 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B106 275 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B4 138 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B7 139 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B8 140 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B9 159 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B10 160 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B13 161 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B20 162 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B21 163 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B22 287 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B23 288 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B24 289 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B25 290 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B26 291 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B27 292 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B28 293 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B29 294 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B30 307 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B31 309 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B32 310 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B33 319 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B34 320 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B38 321 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B40 322 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B57 325 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B61 339 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B62 348 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B63 351 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B64 352 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B65 353 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B66 354 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B67 355 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B68 356 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B69 377 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B71 381 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B72 382 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B76 387 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B78 390 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B79 392 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B82 409 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B87 411 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B88 413 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B94 419 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B96 429 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B97 430 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B108 438 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B110 441 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B111 443 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B116 456 Beam 4572 Tube 75X75X4 Tube 75X75X4 500

  • Assignments 9/19/2015

    Page 22 of 122

    Story Label UniqueNameDesignType

    Lengthmm Analysis Section Design Section

    AxisAngledeg

    MaxStationSpacingmm

    MinNumberStations

    T1-Story4 B118 458 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B119 459 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B123 467 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B125 469 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B126 470 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B131 475 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B133 477 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B134 478 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B138 486 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B141 489 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B142 490 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B146 497 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B149 499 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B150 502 Beam 4572 Tube 75X75X4 Tube 75X75X4 500T1-Story4 B166 530 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B170 539 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B176 561 Beam 1761.9 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B178 600 Beam 1761.9 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B181 605 Beam 1763.7 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B182 606 Beam 1763.7 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B161 527 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B162 528 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B165 529 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B167 531 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B168 556 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B169 572 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B185 608 Beam 1761.9 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B187 630 Beam 1761.9 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B189 634 Beam 1763.7 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B190 635 Beam 1763.7 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B192 637 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B193 638 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B194 639 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B195 640 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B196 645 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B197 646 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B199 660 Beam 1761.9 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B201 679 Beam 1761.9 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B203 683 Beam 1763.7 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B204 684 Beam 1763.7 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B206 686 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B207 687 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B208 688 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B209 689 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B210 694 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B211 695 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B213 709 Beam 1761.9 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B215 728 Beam 1761.9 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B217 733 Beam 1763.7 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B218 734 Beam 1763.7 Tube 100x100x5 Tube 100x100x5 3T1-Story4 B220 736 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B221 737 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B222 738 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3

  • Assignments 9/19/2015

    Page 23 of 122

    Story Label UniqueNameDesignType

    Lengthmm Analysis Section Design Section

    AxisAngledeg

    MaxStationSpacingmm

    MinNumberStations

    T1-Story4 B223 739 Beam 1657.5 Tube 75X75X4 Tube 75X75X4 3T1-Story4 B225 744 Beam 1175.8 Tube 100x100x5 Tube 100x100x5 3T1-Strap B18 241 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B37 14 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B39 26 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B41 50 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B43 69 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B45 87 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B47 105 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B49 123 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B50 220 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B51 221 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B52 222 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B53 223 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B54 224 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B55 225 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B114 13 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B122 25 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B130 49 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B137 68 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B139 86 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B147 104 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B153 122 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B154 204 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B163 205 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B164 206 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B171 207 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B253 189 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B254 190 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B255 191 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B256 192 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Strap B257 193 Beam 4572 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T1-Story5 D30 1832 Brace 4711.7 ISMB150 ISMB150 3T1-Story5 D106 349 Brace 4711.7 ISMB150 ISMB150 3T1-Story5 D9 145 Brace 1177.9 ISMB150 ISMB150 3T1-Story5 D13 146 Brace 1177.9 ISMB150 ISMB150 3T1-Story5 D14 147 Brace 1177.9 ISMB150 ISMB150 3T1-Story5 D15 148 Brace 1177.9 ISMB150 ISMB150 3T1-Story5 D16 154 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D17 155 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D20 195 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D28 202 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D31 235 Brace 1177.9 ISMB150 ISMB150 3T1-Story5 D32 242 Brace 1177.9 ISMB150 ISMB150 3T1-Story5 D35 243 Brace 1177.9 ISMB150 ISMB150 3T1-Story5 D36 260 Brace 1177.9 ISMB150 ISMB150 3T1-Story5 D37 276 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D38 277 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D39 278 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D49 279 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D6 134 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D7 135 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D8 136 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3

  • Assignments 9/19/2015

    Page 24 of 122

    Story Label UniqueNameDesignType

    Lengthmm Analysis Section Design Section

    AxisAngledeg

    MaxStationSpacingmm

    MinNumberStations

    T1-Story5 D11 137 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D12 170 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D18 171 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D19 178 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D21 259 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D24 283 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D25 284 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D26 285 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D27 286 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D29 295 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story5 D33 296 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story4 D134 711 Brace 1359.5 Tube 50x50x4 Tube 50x50x4 3T1-Story4 D141 726 Brace 1359.5 Tube 50x50x4 Tube 50x50x4 3T1-Story4 D142 727 Brace 1363.2 Tube 50x50x4 Tube 50x50x4 3T1-Story4 D145 740 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story4 D146 741 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story4 D149 746 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story4 D150 747 Brace 1177.9 Tube 100x100x5 Tube 100x100x5 3T1-Story4 D153 760 Brace 1363.2 Tube 50x50x4 Tube 50x50x4 3T1-Story4 D154 761 Brace 1359.5 Tube 50x50x4 Tube 50x50x4 3T1-Story4 D161 824 Brace 1359.5 Tube 50x50x4 Tube 50x50x4 3T1-Story4 D162 825 Brace 1363.2 Tube 50x50x4 Tube 50x50x4 3T1-Story3 D1 257 Brace 1267.5 ISMB150 ISMB150 3T1-Story3 D3 262 Brace 1267.5 ISMB150 ISMB150 3T1-Story3 D4 151 Brace 1267.5 Tube 100x100x5 Tube 100x100x5 3T3-GFSlab C136 885 Column 3550 ISMB250 ISMB250 3T3-GFSlab C137 976 Column 3900 ISMB200-D ISMB200-D 3

    T3-Plinth C145 934 Column 1100 Col 300x300-Gable[8#20] Col 300x300-Gable[8#20] 3

    T3-Plinth C146 936 Column 1100 Col 300x300-Gable[8#20] Col 300x300-Gable[8#20] 3

    T3-Plinth C147 938 Column 1100 Col 300x300-Gable[8#20] Col 300x300-Gable[8#20] 3

    T3-Plinth C148 940 Column 1100 Col 300x300-Gable[8#20] Col 300x300-Gable[8#20] 3

    T3-Plinth C149 942 Column 1100 Col 300x300-Gable[8#20] Col 300x300-Gable[8#20] 3

    T3-Strap C156 960 Column 1000 Col 300x300-Gable[8#20] Col 300x300-Gable[8#20] 3

    T3-Strap C157 962 Column 1000 Col 300x300-Gable[8#20] Col 300x300-Gable[8#20] 3

    T3-Strap C158 964 Column 1000 Col 300x300-Gable[8#20] Col 300x300-Gable[8#20] 3

    T3-Strap C159 966 Column 1000 Col 300x300-Gable[8#20] Col 300x300-Gable[8#20] 3

    T3-Strap C137 983 Column 1000 Col 300x300-Gable[8#20] Col 300x300-Gable[8#20] 3

    T3-Strap C138 988 Column 1000 Col 300x300-Gable[8#20] Col 300x300-Gable[8#20] 3

    T3-Strap C141 990 Column 1000 Col 300x300-Gable[8#20] Col 300x300-Gable[8#20] 3

    T3-Strap C142 992 Column 1000 Col 300x300-Gable[8#20] Col 300x300-Gable[8#20] 3T3-GFSlab B275 440 Beam 1524 ISMB 350 ISMB 350 500

  • Assignments 9/19/2015

    Page 25 of 122

    Story Label UniqueNameDesignType

    Lengthmm Analysis Section Design Section

    AxisAngledeg

    MaxStationSpacingmm

    MinNumberStations

    T3-GFSlab B332 884 Beam 1524 ISMB250 ISMB250 500T3-GFSlab B339 952 Beam 1524 ISMB250 ISMB250 500T3-GFSlab B440 1019 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B441 1020 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B442 1021 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B443 1022 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B444 1023 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B445 1024 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B446 1025 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B447 1026 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B448 1027 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B449 1028 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B450 1029 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B451 1030 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B452 1031 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B453 1032 Beam 1493 ISMB250 ISMB250 3T3-GFSlab B454 1033 Beam 1493 ISMB250 ISMB250 3

    T3-Plinth B358 879 Beam 1524 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Plinth B407 1001 Beam 1524 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Plinth B408 1003 Beam 1524 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Plinth B409 1006 Beam 1524 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Plinth B410 1007 Beam 1524 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Plinth B415 1008 Beam 1524 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Plinth B420 994 Beam 4420 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Plinth B421 995 Beam 4420 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Plinth B422 996 Beam 4420 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Strap B334 943 Beam 4420 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Strap B335 944 Beam 4420 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Strap B336 945 Beam 4420 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Strap B337 946 Beam 4420 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Strap B340 968 Beam 4420 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Strap B341 969 Beam 4420 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Strap B342 970 Beam 4420 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Strap B343 971 Beam 4420 Tie 350x230[3#12T/B] Tie 350x230[3#12T/B] 500T3-Strap B351 978 Beam 1524 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T3-Strap B352 979 Beam 1524 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T3-Strap B357 986 Beam 1524 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T3-Strap B358 877 Beam 1524 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T3-Strap B407 1000 Beam 1524 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T3-Strap B408 1004 Beam 1524 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T3-Strap B409 1005 Beam 1524 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500

  • Assignments 9/19/2015

    Page 26 of 122

    Story Label UniqueNameDesignType

    Lengthmm Analysis Section Design Section

    AxisAngledeg

    MaxStationSpacingmm

    MinNumberStations

    T3-Strap B410 1009 Beam 1524 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T3-Strap B415 1010 Beam 1524 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T3-Strap B420 997 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T3-Strap B421 998 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500T3-Strap B422 999 Beam 4420 Strap350x230[3#12T/B] Strap350x230[3#12T/B] 500

    3.3 Shell AssignmentsTable 3.3 - Shell Assignments - Summary

    Story Label UniqueName Section Diaphragm SpringT1-Story1 F2 105 Deck D2T1-Story1 F3 1 DeckT1-Story1 F4 2 DeckT1-Story1 F5 3 DeckT1-Story1 F7 4 DeckT1-Story1 F8 5 DeckT1-Story1 F9 6 DeckT1-Story1 F10 7 DeckT1-Story1 F11 8 DeckT1-Story1 F12 9 DeckT1-Story1 F13 10 DeckT1-Story1 F14 11 DeckT1-Story1 F15 12 DeckT1-Story1 F16 13 DeckT1-Story1 F17 14 DeckT1-Story1 F18 15 DeckT1-Story1 F19 16 DeckT1-Story1 F20 17 DeckT1-Story1 F21 18 DeckT1-Story1 F22 19 DeckT1-Story1 F23 20 DeckT1-Story1 F24 21 DeckT1-Story1 F25 22 DeckT1-Story1 F26 23 DeckT1-Story1 F27 24 DeckT1-Story1 F28 25 DeckT1-Story1 F29 26 DeckT1-Story1 F30 27 DeckT1-Story1 F31 28 DeckT1-Story1 F32 29 DeckT1-Story1 F33 30 DeckT1-Story1 F34 31 DeckT1-Story1 F35 32 DeckT1-Story1 F36 33 DeckT1-Story1 F37 34 DeckT1-Story1 F38 35 DeckT1-Story1 F39 36 DeckT1-Story1 F40 37 DeckT1-Story1 F41 38 DeckT1-Story1 F42 39 DeckT1-Story1 F43 40 DeckT1-Story1 F44 41 Deck

  • Assignments 9/19/2015

    Page 27 of 122

    Story Label UniqueName Section Diaphragm SpringT1-Story1 F45 42 DeckT1-Story1 F46 43 DeckT1-Story1 F47 44 DeckT1-Story1 F48 45 DeckT1-Story1 F49 46 DeckT1-Story1 F50 47 DeckT1-Story1 F51 48 DeckT1-Story1 F52 49 DeckT1-Story1 F53 50 DeckT1-Story1 F54 51 DeckT1-Story1 F55 52 DeckT1-Story1 F56 53 DeckT1-Story1 F57 54 DeckT1-Story1 F58 55 DeckT1-Story1 F59 56 DeckT1-Story1 F60 57 DeckT1-Story1 F61 58 DeckT1-Story1 F62 59 DeckT1-Story1 F63 60 DeckT1-Story1 F64 61 DeckT1-Story1 F65 62 DeckT1-Story1 F66 63 DeckT1-Base F215 213 Slab-on-Grade-150mm SOG-SPRT1-Base F216 214 Slab-on-Grade-150mm SOG-SPRT1-Base F217 215 Slab-on-Grade-150mm SOG-SPRT1-Base F218 216 Slab-on-Grade-150mm SOG-SPRT1-Base F219 217 Slab-on-Grade-150mm SOG-SPRT1-Base F220 218 Slab-on-Grade-150mm SOG-SPRT1-Base F221 219 Slab-on-Grade-150mm SOG-SPRT1-Base F222 220 Slab-on-Grade-150mm SOG-SPRT1-Base F223 221 Slab-on-Grade-150mm SOG-SPRT1-Base F224 222 Slab-on-Grade-150mm SOG-SPRT1-Base F225 223 Slab-on-Grade-150mm SOG-SPRT1-Base F226 224 Slab-on-Grade-150mm SOG-SPRT1-Base F227 225 Slab-on-Grade-150mm SOG-SPRT1-Base F228 226 Slab-on-Grade-150mm SOG-SPRT1-Base F229 227 Slab-on-Grade-150mm SOG-SPRT1-Base F230 228 Slab-on-Grade-150mm SOG-SPRT1-Base F231 229 Slab-on-Grade-150mm SOG-SPRT1-Base F232 230 Slab-on-Grade-150mm SOG-SPRT1-Base F233 231 Slab-on-Grade-150mm SOG-SPRT1-Base F234 232 Slab-on-Grade-150mm SOG-SPRT1-Base F235 233 Slab-on-Grade-150mm SOG-SPRT1-Base F236 234 Slab-on-Grade-150mm SOG-SPRT1-Base F237 235 Slab-on-Grade-150mm SOG-SPRT1-Base F238 236 Slab-on-Grade-150mm SOG-SPRT1-Base F239 237 Slab-on-Grade-150mm SOG-SPRT1-Base F240 238 Slab-on-Grade-150mm SOG-SPRT1-Base F241 239 Slab-on-Grade-150mm SOG-SPRT1-Base F242 240 Slab-on-Grade-150mm SOG-SPRT1-Base F243 241 Slab-on-Grade-150mm SOG-SPRT1-Base F244 242 Slab-on-Grade-150mm SOG-SPRT1-Base F245 243 Slab-on-Grade-150mm SOG-SPRT1-Base F246 244 Slab-on-Grade-150mm SOG-SPRT1-Base F247 245 Slab-on-Grade-150mm SOG-SPR

  • Assignments 9/19/2015

    Page 28 of 122

    Story Label UniqueName Section Diaphragm SpringT1-Base F248 246 Slab-on-Grade-150mm SOG-SPRT1-Base F249 247 Slab-on-Grade-150mm SOG-SPRT1-Base F250 248 Slab-on-Grade-150mm SOG-SPRT1-Base F251 249 Slab-on-Grade-150mm SOG-SPRT1-Base F252 250 Slab-on-Grade-150mm SOG-SPRT1-Base F253 251 Slab-on-Grade-150mm SOG-SPRT1-Base F254 252 Slab-on-Grade-150mm SOG-SPRT1-Base F255 253 Slab-on-Grade-150mm SOG-SPRT1-Base F256 254 Slab-on-Grade-150mm SOG-SPRT1-Base F257 255 Slab-on-Grade-150mm SOG-SPRT1-Base F258 256 Slab-on-Grade-150mm SOG-SPRT1-Base F259 257 Slab-on-Grade-150mm SOG-SPRT1-Base F260 258 Slab-on-Grade-150mm SOG-SPRT1-Base F261 259 Slab-on-Grade-150mm SOG-SPRT1-Base F384 382 Slab-on-Grade-150mm SOG-SPRT1-Base F385 383 Slab-on-Grade-150mm SOG-SPRT1-Base F386 384 Slab-on-Grade-150mm SOG-SPRT1-Base F387 385 Slab-on-Grade-150mm SOG-SPRT1-Base F388 386 Slab-on-Grade-150mm SOG-SPRT1-Base F389 387 Slab-on-Grade-150mm SOG-SPRT1-Base F390 388 Slab-on-Grade-150mm SOG-SPRT1-Base F391 389 Slab-on-Grade-150mm SOG-SPRT1-Base F392 390 Slab-on-Grade-150mm SOG-SPRT1-Base F393 391 Slab-on-Grade-150mm SOG-SPRT1-Base F394 392 Slab-on-Grade-150mm SOG-SPRT1-Base F395 393 Slab-on-Grade-150mm SOG-SPRT1-Base F396 394 Slab-on-Grade-150mm SOG-SPRT1-Base F417 415 Slab-on-Grade-150mm SOG-SPRT1-Base F418 416 Slab-on-Grade-150mm SOG-SPRT1-Base F419 417 Slab-on-Grade-150mm SOG-SPRT1-Base F420 418 Slab-on-Grade-150mm SOG-SPRT1-Base F421 419 Slab-on-Grade-150mm SOG-SPRT1-Base F506 504 Slab-on-Grade-150mm SOG-SPRT1-Base F507 505 Slab-on-Grade-150mm SOG-SPRT1-Base F508 506 Slab-on-Grade-150mm SOG-SPRT1-Base F509 507 Slab-on-Grade-150mm SOG-SPRT1-Base F510 508 Slab-on-Grade-150mm SOG-SPRT1-Base F511 509 Slab-on-Grade-150mm SOG-SPRT1-Base F512 510 Slab-on-Grade-150mm SOG-SPRT1-Base F513 511 Slab-on-Grade-150mm SOG-SPRT1-Base F514 512 Slab-on-Grade-150mm SOG-SPRT1-Base F515 513 Slab-on-Grade-150mm SOG-SPRT1-Base F516 514 Slab-on-Grade-150mm SOG-SPRT1-Base F517 515 Slab-on-Grade-150mm SOG-SPRT1-Base F518 516 Slab-on-Grade-150mm SOG-SPRT1-Base F519 517 Slab-on-Grade-150mm SOG-SPRT1-Base F520 518 Slab-on-Grade-150mm SOG-SPRT1-Base F521 519 Slab-on-Grade-150mm SOG-SPRT1-Base F522 520 Slab-on-Grade-150mm SOG-SPRT1-Base F523 521 Slab-on-Grade-150mm SOG-SPRT1-Base F524 522 Slab-on-Grade-150mm SOG-SPRT1-Base F525 523 Slab-on-Grade-150mm SOG-SPRT1-Base F526 524 Slab-on-Grade-150mm SOG-SPRT1-Base F527 525 Slab-on-Grade-150mm SOG-SPRT1-Base F528 526 Slab-on-Grade-150mm SOG-SPR

  • Assignments 9/19/2015

    Page 29 of 122

    Story Label UniqueName Section Diaphragm SpringT1-Base F529 527 Slab-on-Grade-150mm SOG-SPRT1-Base F530 528 Slab-on-Grade-150mm SOG-SPRT1-Base F531 529 Slab-on-Grade-150mm SOG-SPRT1-Base F532 530 Slab-on-Grade-150mm SOG-SPRT1-Base F533 531 Slab-on-Grade-150mm SOG-SPRT1-Base F534 532 Slab-on-Grade-150mm SOG-SPRT1-Base F535 533 Slab-on-Grade-150mm SOG-SPRT1-Base F536 534 Slab-on-Grade-150mm SOG-SPRT1-Base F537 535 Slab-on-Grade-150mm SOG-SPRT1-Base F538 536 Slab-on-Grade-150mm SOG-SPRT1-Base F539 537 Slab-on-Grade-150mm SOG-SPRT1-Base F540 538 Slab-on-Grade-150mm SOG-SPRT1-Base F541 539 Slab-on-Grade-150mm SOG-SPRT1-Base F542 540 Slab-on-Grade-150mm SOG-SPRT1-Base F543 541 Slab-on-Grade-150mm SOG-SPRT1-Base F544 542 Slab-on-Grade-150mm SOG-SPRT1-Base F545 543 Slab-on-Grade-150mm SOG-SPRT1-Base F546 544 Slab-on-Grade-150mm SOG-SPRT1-Base F547 545 Slab-on-Grade-150mm SOG-SPRT1-Base F548 546 Slab-on-Grade-150mm SOG-SPRT1-Base F549 547 Slab-on-Grade-150mm SOG-SPRT1-Base F550 548 Slab-on-Grade-150mm SOG-SPRT1-Base F551 549 Slab-on-Grade-150mm SOG-SPRT1-Base F591 589 Slab-on-Grade-150mm SOG-SPRT1-Base F592 590 Slab-on-Grade-150mm SOG-SPRT1-Base F593 591 Slab-on-Grade-150mm SOG-SPRT1-Base F594 592 Slab-on-Grade-150mm SOG-SPRT1-Base F595 593 Slab-on-Grade-150mm SOG-SPRT1-Base F596 594 Slab-on-Grade-150mm SOG-SPRT1-Base F597 595 Slab-on-Grade-150mm SOG-SPRT1-Base F598 596 Slab-on-Grade-150mm SOG-SPRT1-Base F599 597 Slab-on-Grade-150mm SOG-SPRT1-Base F600 598 Slab-on-Grade-150mm SOG-SPRT1-Base F601 599 Slab-on-Grade-150mm SOG-SPRT1-Base F602 600 Slab-on-Grade-150mm SOG-SPRT1-Base F603 601 Slab-on-Grade-150mm SOG-SPRT1-Base F604 602 Slab-on-Grade-150mm SOG-SPRT1-Base F605 603 Slab-on-Grade-150mm SOG-SPRT1-Base F606 604 Slab-on-Grade-150mm SOG-SPRT1-Base F607 605 Slab-on-Grade-150mm SOG-SPRT1-Base F608 606 Slab-on-Grade-150mm SOG-SPRT1-Base F609 607 Slab-on-Grade-150mm SOG-SPRT1-Base F610 608 Slab-on-Grade-150mm SOG-SPRT1-Base F611 609 Slab-on-Grade-150mm SOG-SPRT1-Base F671 669 Slab-on-Grade-150mm SOG-SPRT1-Base F672 670 Slab-on-Grade-150mm SOG-SPRT1-Base F673 671 Slab-on-Grade-150mm SOG-SPRT1-Base F674 672 Slab-on-Grade-150mm SOG-SPRT1-Base F675 673 Slab-on-Grade-150mm SOG-SPRT1-Base F676 674 Slab-on-Grade-150mm SOG-SPRT1-Base F677 675 Slab-on-Grade-150mm SOG-SPRT1-Base F678 676 Slab-on-Grade-150mm SOG-SPR

    T3-GF Slab F76 72 DeckT3-GF Slab F77 73 DeckT3-GF Slab F78 74 Deck

  • Assignments 9/19/2015

    Page 30 of 122

    Story Label UniqueName Section Diaphragm SpringT3-GF Slab F679 681 DeckT3-GF Slab F680 682 DeckT3-GF Slab F681 683 DeckT3-GF Slab F682 684 DeckT3-GF Slab F683 685 DeckT3-GF Slab F684 686 DeckT3-GF Slab F687 689 DeckT3-GF Slab F688 690 DeckT3-GF Slab F691 75 DeckT3-GF Slab F697 677 DeckT3-GF Slab F698 679 DeckT3-GF Slab F699 680 DeckT3-GF Slab F700 687 DeckT3-GF Slab F701 688 DeckT3-GF Slab F702 691 DeckT3-GF Slab F1 678 DeckT3-GF Slab F6 692 DeckT3-GF Slab F75 693 Deck

  • 9/19/2015

    Page 31 of 122

    4 LoadsThis chapter provides loading information as applied to the model.4.1 Load Patterns

    Table 4.1 - Load PatternsName Type Self Weight Multiplier Auto LoadDead Dead 1Live Live 0EQ+X Seismic 0 IS1893 2002EQ+Y Seismic 0 IS1893 2002Wind+Y Wind 0 NoneWind-Y Wind 0 None

    4.2 Auto Seismic Loading

  • 9/19/2015

    Page 32 of 122

    IS1893 2002 Auto Seismic Load CalculationThis calculation presents the automatically generated lateral seismic loads for load pattern EQ+X according toIS1893 2002, as calculated by ETABS.Direction and EccentricityDirection = MultipleEccentricity Ratio = 0% for all diaphragmsStructural PeriodPeriod Calculation Method = Program CalculatedFactors and Coefficients

    Seismic Zone Factor, Z [IS Table 2] Z 0 36Response Reduction Factor, R [IS Table 7] R 5Importance Factor, I [IS Table 6] I 1Site Type [IS Table 1] = II

    Seismic ResponseSpectral Acceleration Coefficient, Sa /g [IS6.4.5]

    Sag 2 5

    Sag 2 5

    Equivalent Lateral Forces

    Seismic Coefficient, Ah [IS 6.4.2] AhZI Sag2R

    Calculated Base ShearDirection Period Used (sec) W (kN) Vb (kN)

    X 0.117 3610.3508 324.9316X + Ecc. Y 0.117 3610.3508 324.9316X - Ecc. Y 0.117 3610.3508 324.9316

    Applied Story Forces

  • 9/19/2015

    Page 33 of 122

    Story Elevation X-Dir Y-Dirm kN kN

    Story5 13.324 83.5691 0Story4 11.692 85.8791 0Story3 10.085 26.3688 0Story2 9.6 4.6279 0Story1 6 121.1529 0Base 2.1 0 0Strap 1 0 0

    Foundation 0 0 0

  • 9/19/2015

    Page 34 of 122

    IS1893 2002 Auto Seismic Load CalculationThis calculation presents the automatically generated lateral seismic loads for load pattern EQ+Y according toIS1893 2002, as calculated by ETABS.Direction and EccentricityDirection = MultipleEccentricity Ratio = 0% for all diaphragmsStructural PeriodPeriod Calculation Method = Program CalculatedFactors and Coefficients

    Seismic Zone Factor, Z [IS Table 2] Z 0 36Response Reduction Factor, R [IS Table 7] R 5Importance Factor, I [IS Table 6] I 1Site Type [IS Table 1] = II

    Seismic ResponseSpectral Acceleration Coefficient, Sa /g [IS6.4.5]

    Sag 2 5

    Sag 2 5

    Equivalent Lateral Forces

    Seismic Coefficient, Ah [IS 6.4.2] AhZI Sag2R

    Calculated Base Shear

    Direction Period Used (sec) W(kN)Vb(kN)

    Y 0.117 3610.3508 324.9316Y + Ecc. X 0.117 3610.3508 324.9316Y - Ecc. X 0.117 3610.3508 324.9316

    Applied Story Forces

  • 9/19/2015

    Page 35 of 122

    Story Elevation X-Dir Y-Dirm kN kN

    Story5 13.324 0 83.5691Story4 11.692 0 85.8791Story3 10.085 0 26.3688Story2 9.6 0 4.6279Story1 6 0 121.1529Base 2.1 0 0Strap 1 0 0

    Foundation 0 0 0

  • Loads 9/19/2015

    Page 36 of 122

    4.3 Load CasesTable 4.4 - Load Cases - Summary

    Name TypeDead Linear StaticLive Linear StaticEQ+X Linear StaticEQ+Y Linear StaticWind+Y Linear StaticWind-Y Linear Static

    4.4 Load CombinationsTable 4.5 - Load Combinations

    NameLoad

    Case/Combo

    ScaleFactor Type Auto

    1.5[DL+LL] Dead 1.5 Linear Add No1.5[DL+LL] Live 1.5 No

    DL+LL+WIND+Y Dead 1 Linear Add NoDL+LL+WIND+Y Live 1 NoDL+LL+WIND+Y Wind+Y 1 NoDL+WIND+Y Dead 1 Linear Add NoDL+WIND+Y Wind+Y 1 No

    0.7DL+WIND+Y Dead 0.7 Linear Add No0.7DL+WIND+Y Wind+Y 1 NoDL+LL+EQ+X Dead 1 Linear Add NoDL+LL+EQ+X Live 1 NoDL+LL+EQ+X EQ+X 1 NoDL+LL-EQ+X Dead 1 Linear Add NoDL+LL-EQ+X Live 1 NoDL+LL-EQ+X EQ+X -1 NoDL+LL+EQ+Y Dead 1 Linear Add NoDL+LL+EQ+Y Live 1 NoDL+LL+EQ+Y EQ+Y 1 NoDL+LL-EQ+Y Dead 1 Linear Add NoDL+LL-EQ+Y Live 1 NoDL+LL-EQ+Y EQ+Y -1 NoDL+EQ+X Dead 1 Linear Add NoDL+EQ+X EQ+X 1 NoDL-EQ+X Dead 1 Linear Add NoDL-EQ+X EQ+X -1 NoDL+EQ+Y Dead 1 Linear Add NoDL+EQ+Y EQ+Y 1 NoDL-EQ+Y Dead 1 Linear Add NoDL-EQ+Y EQ+Y -1 No

    0.7DL+WIND-Y Dead 0.7 Linear Add No0.7DL+WIND-Y Wind-Y 1 NoDL+LL+WIND-Y Dead 1 Linear Add NoDL+LL+WIND-Y Live 1 NoDL+LL+WIND-Y Wind-Y 1 NoDL+WIND-Y Dead 1 Linear Add NoDL+WIND-Y Wind-Y 1 No

  • Analysis Results 9/19/2015

    Page 37 of 122

    5 Analysis ResultsThis chapter provides analysis results.5.1 Structure Results

    Table 5.1 - Base ReactionsLoad

    Case/ComboFXkN

    FYkN

    FZkN

    MXkN-m

    MYkN-m

    MZkN-m

    Xm

    Ym

    Zm

    Dead 0 0 8069.8325 72199.9915 -119259 0 0 0 0Live 0 0 7845.7723 69763.5892 -110944 0 0 0 0

    EQ+X 1 -324.9316 0 0 0 -3041.5307 2915.0998 0 0 0EQ+X 2 -324.9316 0 0 0 -3041.5307 2915.0998 0 0 0EQ+X 3 -324.9316 0 0 0 -3041.5307 2915.0998 0 0 0EQ+Y 1 0 -324.9316 0 3041.5307 0 -4636.1281 0 0 0EQ+Y 2 0 -324.9316 0 3041.5307 0 -4636.1281 0 0 0EQ+Y 3 0 -324.9316 0 3041.5307 0 -4636.1281 0 0 0Wind+Y 0 -304.7639 235.6038 3716.0261 -3231.5416 -4252.2185 0 0 0Wind-Y 0 310.0188 0 -644.1169 0 4252.2185 0 0 0

    1.5[DL+LL] 0 0 23873.4072 212945.371 -345304 0 0 0 0DL+LL+WIND+Y 0 -304.7639 16151.2086 145679.6068 -233434 -4252.2185 0 0 0DL+WIND+Y 0 -304.7639 8305.4363 75916.0176 -122490 -4252.2185 0 0 0

    0.7DL+WIND+Y 0 -304.7639 5884.4865 54256.0202 -86712.7134 -4252.2185 0 0 0DL+LL+EQ+X Max -324.9316 0 15915.6048 141963.5807 -233244 2915.0998 0 0 0DL+LL+EQ+X Min -324.9316 0 15915.6048 141963.5807 -233244 2915.0998 0 0 0DL+LL-EQ+X Max 324.9316 0 15915.6048 141963.5807 -227161 -2915.0998 0 0 0DL+LL-EQ+X Min 324.9316 0 15915.6048 141963.5807 -227161 -2915.0998 0 0 0DL+LL+EQ+Y Max 0 -324.9316 15915.6048 145005.1114 -230202 -4636.1281 0 0 0DL+LL+EQ+Y Min 0 -324.9316 15915.6048 145005.1114 -230202 -4636.1281 0 0 0DL+LL-EQ+Y Max 0 324.9316 15915.6048 138922.05 -230202 4636.1281 0 0 0DL+LL-EQ+Y Min 0 324.9316 15915.6048 138922.05 -230202 4636.1281 0 0 0DL+EQ+X Max -324.9316 0 8069.8325 72199.9915 -122300 2915.0998 0 0 0DL+EQ+X Min -324.9316 0 8069.8325 72199.9915 -122300 2915.0998 0 0 0DL-EQ+X Max 324.9316 0 8069.8325 72199.9915 -116217 -2915.0998 0 0 0DL-EQ+X Min 324.9316 0 8069.8325 72199.9915 -116217 -2915.0998 0 0 0DL+EQ+Y Max 0 -324.9316 8069.8325 75241.5222 -119259 -4636.1281 0 0 0DL+EQ+Y Min 0 -324.9316 8069.8325 75241.5222 -119259 -4636.1281 0 0 0DL-EQ+Y Max 0 324.9316 8069.8325 69158.4608 -119259 4636.1281 0 0 0DL-EQ+Y Min 0 324.9316 8069.8325 69158.4608 -119259 4636.1281 0 0 00.7DL+WIND-Y 0 310.0188 5648.8827 49895.8772 -83481.1718 4252.2185 0 0 0DL+LL+WIND-Y 0 310.0188 15915.6048 141319.4638 -230202 4252.2185 0 0 0DL+WIND-Y 0 310.0188 8069.8325 71555.8746 -119259 4252.2185 0 0 0

    Table 5.2 - Centers of Mass and Rigidity

    Story DiaphragmMass Xkg

    Mass Ykg

    XCMm

    YCMm

    Cumulative Xkg

    Cumulative Ykg

    XCCMm

    YCCMm

    XCRm

    YCRm

    T1-Story3 D1 0 0 13.7204 8.8641 0 0 0 0T1-Base D1 0 0 13.4939 8.9367 0 0 0 0T1-Story1 D2 268619.47 268619.47 13.669 8.8657 268619.47 268619.47 13.669 8.8657 13.9213 8.8268

    Table 5.3 - Diaphragm Center of Mass DisplacementsStory Diaphragm

    LoadCase/Combo

    UXmm

    UYmm

    UZmm

    RXrad

    RYrad

    RZrad Point

    Xm

    Ym

    Zm

    T1-Story3 D1 Dead 0.1 6.2 0 0 0 -3.7E-05 46 13.7204 8.8641 10.085T1-Story3 D1 Live 0.3 3.6 0 0 0 -4.2E-05 46 13.7204 8.8641 10.085T1-Story3 D1 EQ+X 1 84.7 0.1 0 0 0 0.004027 46 13.7204 8.8641 10.085

  • Analysis Results 9/19/2015

    Page 38 of 122

    Story DiaphragmLoad

    Case/ComboUXmm

    UYmm

    UZmm

    RXrad

    RYrad

    RZrad Point

    Xm

    Ym

    Zm

    T1-Story3 D1 EQ+X 2 84.7 0.1 0 0 0 0.004027 46 13.7204 8.8641 10.085T1-Story3 D1 EQ+X 3 84.7 0.1 0 0 0 0.004027 46 13.7204 8.8641 10.085T1-Story3 D1 EQ+Y 1 0.1 39 0 0 0 -0.000129 46 13.7204 8.8641 10.085T1-Story3 D1 EQ+Y 2 0.1 39 0 0 0 -0.000129 46 13.7204 8.8641 10.085T1-Story3 D1 EQ+Y 3 0.1 39 0 0 0 -0.000129 46 13.7204 8.8641 10.085T1-Story3 D1 Wind+Y 0.01224 55.1 0 0 0 -0.000122 46 13.7204 8.8641 10.085T1-Story3 D1 Wind-Y -0.1 -53.1 0 0 0 0.000177 46 13.7204 8.8641 10.085T1-Story3 D1 1.5[DL+LL] 0.6 14.7 0 0 0 -0.000119 46 13.7204 8.8641 10.085T1-Story3 D1 DL+LL+WIND+Y 0.4 64.9 0 0 0 -0.000201 46 13.7204 8.8641 10.085T1-Story3 D1 DL+WIND+Y 0.1 61.3 0 0 0 -0.000159 46 13.7204 8.8641 10.085T1-Story3 D1 0.7DL+WIND+Y 0.1 59.4 0 0 0 -0.000148 46 13.7204 8.8641 10.085T1-Story3 D1 DL+LL+EQ+XMax 85.2 9.9 0 0 0 0.003948 46 13.7204 8.8641 10.085

    T1-Story3 D1 DL+LL+EQ+XMin 85.2 9.9 0 0 0 0.003948 46 13.7204 8.8641 10.085

    T1-Story3 D1 DL+LL-EQ+XMax -84.3 9.8 0 0 0 -0.004106 46 13.7204 8.8641 10.085T1-Story3 D1 DL+LL-EQ+X Min -84.3 9.8 0 0 0 -0.004106 46 13.7204 8.8641 10.085T1-Story3 D1 DL+LL+EQ+YMax 0.5 48.8 0 0 0 -0.000208 46 13.7204 8.8641 10.085

    T1-Story3 D1 DL+LL+EQ+YMin 0.5 48.8 0 0 0 -0.000208 46 13.7204 8.8641 10.085

    T1-Story3 D1 DL+LL-EQ+YMax 0.4 -29.1 0 0 0 4.9E-05 46 13.7204 8.8641 10.085T1-Story3 D1 DL+LL-EQ+Y Min 0.4 -29.1 0 0 0 4.9E-05 46 13.7204 8.8641 10.085T1-Story3 D1 DL+EQ+X Max 84.8 6.3 0 0 0 0.00399 46 13.7204 8.8641 10.085T1-Story3 D1 DL+EQ+X Min 84.8 6.3 0 0 0 0.00399 46 13.7204 8.8641 10.085T1-Story3 D1 DL-EQ+X Max -84.6 6.1 0 0 0 -0.004064 46 13.7204 8.8641 10.085T1-Story3 D1 DL-EQ+X Min -84.6 6.1 0 0 0 -0.004064 46 13.7204 8.8641 10.085T1-Story3 D1 DL+EQ+Y Max 0.2 45.2 0 0 0 -0.000166 46 13.7204 8.8641 10.085T1-Story3 D1 DL+EQ+Y Min 0.2 45.2 0 0 0 -0.000166 46 13.7204 8.8641 10.085T1-Story3 D1 DL-EQ+Y Max 0.04969 -32.8 0 0 0 9.1E-05 46 13.7204 8.8641 10.085T1-Story3 D1 DL-EQ+Y Min 0.04969 -32.8 0 0 0 9.1E-05 46 13.7204 8.8641 10.085T1-Story3 D1 0.7DL+WIND-Y -0.0259 -48.7 0 0 0 0.000151 46 13.7204 8.8641 10.085T1-Story3 D1 DL+LL+WIND-Y 0.3 -43.2 0 0 0 9.8E-05 46 13.7204 8.8641 10.085T1-Story3 D1 DL+WIND-Y 0.00773 -46.9 0 0 0 0.00014 46 13.7204 8.8641 10.085T1-Story1 D2 Dead -0.02524 0.0193 0 0 0 -1E-06 170 13.669 8.8657 6T1-Story1 D2 Live -0.04476 0.03148 0 0 0 -2E-06 170 13.669 8.8657 6T1-Story1 D2 EQ+X 1 13.5 0.004873 0 0 0 -1E-05 170 13.669 8.8657 6T1-Story1 D2 EQ+X 2 13.5 0.004873 0 0 0 -1E-05 170 13.669 8.8657 6T1-Story1 D2 EQ+X 3 13.5 0.004873 0 0 0 -1E-05 170 13.669 8.8657 6T1-Story1 D2 EQ+Y 1 0.0005385 12.4 0 0 0 -3.4E-05 170 13.669 8.8657 6T1-Story1 D2 EQ+Y 2 0.0005385 12.4 0 0 0 -3.4E-05 170 13.669 8.8657 6T1-Story1 D2 EQ+Y 3 0.0005385 12.4 0 0 0 -3.4E-05 170 13.669 8.8657 6T1-Story1 D2 Wind+Y -0.001429 13.4 0 0 0 -1.2E-05 170 13.669 8.8657 6T1-Story1 D2 Wind-Y 6.099E-06 -13.7 0 0 0 4E-05 170 13.669 8.8657 6T1-Story1 D2 1.5[DL+LL] -0.1 0.1 0 0 0 -5E-06 170 13.669 8.8657 6T1-Story1 D2 DL+LL+WIND+Y -0.1 13.4 0 0 0 -1.5E-05 170 13.669 8.8657 6T1-Story1 D2 DL+WIND+Y -0.02666 13.4 0 0 0 -1.3E-05 170 13.669 8.8657 6T1-Story1 D2 0.7DL+WIND+Y -0.01909 13.4 0 0 0 -1.3E-05 170 13.669 8.8657 6T1-Story1 D2 DL+LL+EQ+XMax 13.4 0.1 0 0 0 -1.3E-05 170 13.669 8.8657 6

    T1-Story1 D2 DL+LL+EQ+XMin 13.4 0.1 0 0 0 -1.3E-05 170 13.669 8.8657 6

    T1-Story1 D2 DL+LL-EQ+XMax -13.5 0.0459 0 0 0 7E-06 170 13.669 8.8657 6T1-Story1 D2 DL+LL-EQ+X Min -13.5 0.0459 0 0 0 7E-06 170 13.669 8.8657 6

  • Analysis Results 9/19/2015

    Page 39 of 122

    Story DiaphragmLoad

    Case/ComboUXmm

    UYmm

    UZmm

    RXrad

    RYrad

    RZrad Point

    Xm

    Ym

    Zm

    T1-Story1 D2 DL+LL+EQ+YMax -0.1 12.4 0 0 0 -3.7E-05 170 13.669 8.8657 6

    T1-Story1 D2 DL+LL+EQ+YMin -0.1 12.4 0 0 0 -3.7E-05 170 13.669 8.8657 6

    T1-Story1 D2 DL+LL-EQ+YMax -0.1 -12.3 0 0 0 3.1E-05 170 13.669 8.8657 6T1-Story1 D2 DL+LL-EQ+Y Min -0.1 -12.3 0 0 0 3.1E-05 170 13.669 8.8657 6T1-Story1 D2 DL+EQ+X Max 13.4 0.02417 0 0 0 -1.2E-05 170 13.669 8.8657 6T1-Story1 D2 DL+EQ+X Min 13.4 0.02417 0 0 0 -1.2E-05 170 13.669 8.8657 6T1-Story1 D2 DL-EQ+X Max -13.5 0.01443 0 0 0 9E-06 170 13.669 8.8657 6T1-Story1 D2 DL-EQ+X Min -13.5 0.01443 0 0 0 9E-06 170 13.669 8.8657 6T1-Story1 D2 DL+EQ+Y Max -0.0247 12.4 0 0 0 -3.5E-05 170 13.669 8.8657 6T1-Story1 D2 DL+EQ+Y Min -0.0247 12.4 0 0 0 -3.5E-05 170 13.669 8.8657 6T1-Story1 D2 DL-EQ+Y Max -0.02577 -12.4 0 0 0 3.3E-05 170 13.669 8.8657 6T1-Story1 D2 DL-EQ+Y Min -0.02577 -12.4 0 0 0 3.3E-05 170 13.669 8.8657 6T1-Story1 D2 0.7DL+WIND-Y -0.01766 -13.6 0 0 0 3.9E-05 170 13.669 8.8657 6T1-Story1 D2 DL+LL+WIND-Y -0.1 -13.6 0 0 0 3.7E-05 170 13.669 8.8657 6T1-Story1 D2 DL+WIND-Y -0.02523 -13.6 0 0 0 3.9E-05 170 13.669 8.8657 6T1-Base D1 Dead -0.0003617 0.0005286 0 0 0

    -4.176E-09 193 13.4939 8.9367 2.1

    T1-Base D1 Live -0.0002718 0.0006104 0 0 0-1.148E-

    08 193 13.4939 8.9367 2.1

    T1-Base D1 EQ+X 1 0.5 -0.0001374 0 0 0-4.168E-

    07 193 13.4939 8.9367 2.1

    T1-Base D1 EQ+X 2 0.5 -0.0001374 0 0 0-4.168E-

    07 193 13.4939 8.9367 2.1

    T1-Base D1 EQ+X 3 0.5 -0.0001374 0 0 0-4.168E-

    07 193 13.4939 8.9367 2.1

    T1-Base D1 EQ+Y 1 0.0001255 0.5 0 0 0 -3.398E-07 193 13.4939 8.9367 2.1

    T1-Base D1 EQ+Y 2 0.0001255 0.5 0 0 0 -3.398E-07 193 13.4939 8.9367 2.1

    T1-Base D1 EQ+Y 3 0.0001255 0.5 0 0 0 -3.398E-07 193 13.4939 8.9367 2.1T1-Base D1 Wind+Y 6.089E-05 0.5 0 0 0 1E-06 193 13.4939 8.9367 2.1T1-Base D1 Wind-Y -0.0001796 -0.5 0 0 0 3.79E-07 193 13.4939 8.9367 2.1

    T1-Base D1 1.5[DL+LL] -0.0009503 0.001708 0 0 0-2.349E-

    08 193 13.4939 8.9367 2.1

    T1-Base D1 DL+LL+WIND+Y -0.0005726 0.5 0 0 0 1E-06 193 13.4939 8.9367 2.1

    T1-Base D1 DL+WIND+Y -0.0003008 0.5 0 0 0 1E-06 193 13.4939 8.9367 2.1

    T1-Base D1 0.7DL+WIND+Y -0.0001923 0.5 0 0 0 1E-06 193 13.4939 8.9367 2.1

    T1-Base D1 DL+LL+EQ+XMax 0.5 0.001002 0 0 0-4.325E-

    07 193 13.4939 8.9367 2.1

    T1-Base D1 DL+LL+EQ+XMin 0.5 0.001002 0 0 0-4.325E-

    07 193 13.4939 8.9367 2.1

    T1-Base D1 DL+LL-EQ+XMax -0.5 0.001276 0 0 0 4.012E-07 193 13.4939 8.9367 2.1T1-Base D1 DL+LL-EQ+X Min -0.5 0.001276 0 0 0 4.012E-07 193 13.4939 8.9367 2.1T1-Base D1 DL+LL+EQ+YMax

    -0.0005081 0.5 0 0 0

    -3.554E-07 193 13.4939 8.9367 2.1

    T1-Base D1 DL+LL+EQ+YMin-

    0.0005081 0.5 0 0 0-3.554E-

    07 193 13.4939 8.9367 2.1

    T1-Base D1 DL+LL-EQ+YMax -0.000759 -0.5 0 0 0 3.241E-07 193 13.4939 8.9367 2.1T1-Base D1 DL+LL-EQ+Y Min -0.000759 -0.5 0 0 0 3.241E-07 193 13.4939 8.9367 2.1T1-Base D1 DL+EQ+X Max 0.5 0.0003912 0 0 0 -4.21E-07 193 13.4939 8.9367 2.1T1-Base D1 DL+EQ+X Min 0.5 0.0003912 0 0 0 -4.21E-07 193 13.4939 8.9367 2.1

  • Analysis Results 9/19/2015

    Page 40 of 122

    Story DiaphragmLoad

    Case/ComboUXmm

    UYmm

    UZmm

    RXrad

    RYrad

    RZrad Point

    Xm

    Ym

    Zm

    T1-Base D1 DL-EQ+X Max -0.5 0.000666 0 0 0 4.127E-07 193 13.4939 8.9367 2.1T1-Base D1 DL-EQ+X Min -0.5 0.000666 0 0 0 4.127E-07 193 13.4939 8.9367 2.1T1-Base D1 DL+EQ+Y Max -0.0002362 0.5 0 0 0

    -3.439E-07 193 13.4939 8.9367 2.1

    T1-Base D1 DL+EQ+Y Min -0.0002362 0.5 0 0 0-3.439E-

    07 193 13.4939 8.9367 2.1

    T1-Base D1 DL-EQ+Y Max -0.0004871 -0.5 0 0 0 3.356E-07 193 13.4939 8.9367 2.1

    T1-Base D1 DL-EQ+Y Min -0.0004871 -0.5 0 0 0 3.356E-07 193 13.4939 8.9367 2.1

    T1-Base D1 0.7DL+WIND-Y -0.0004328 -0.5 0 0 0 3.761E-07 193 13.4939 8.9367 2.1

    T1-Base D1 DL+LL+WIND-Y -0.0008131 -0.5 0 0 0 3.633E-07 193 13.4939 8.9367 2.1

    T1-Base D1 DL+WIND-Y -0.0005413 -0.5 0 0 0 3.748E-07 193 13.4939 8.9367 2.1

    5.2 Story ResultsTable 5.4 - Story Max/Avg Displacements

    Story LoadCase/Combo DirectionMaximum

    mmAveragemm Ratio

    T1-Story5 Dead Y 0 0T1-Story4 Dead Y 0 0T1-Story3 Dead X 1.4 0.2 7.798563T1-Story2 Dead Y 0 0T1-Story1 Dead X 0.03567 0.02527 1.411722T1-Base Dead X 0.0126 0.0003901 32.297715T1-Strap Dead Y 0 0

    T1-Foundation Dead Y 0 0T1-Story5 Live Y 0 0T1-Story4 Live Y 0 0T1-Story3 Live Y 3.6 0.3 13.184507T1-Story2 Live Y 0 0T1-Story1 Live X 0.1 0.04481 1.369246T1-Base Live X 0.004033 0.0003782 10.664636T1-Strap Live Y 0 0

    T1-Foundation Live Y 0 0T1-Story5 EQ+X 1 Y 0 0T1-Story4 EQ+X 1 Y 0 0T1-Story3 EQ+X 1 X 60.6 52.5 1.154308T1-Story2 EQ+X 1 Y 0 0T1-Story1 EQ+X 1 X 13.6 13.5 1.006795T1-Base EQ+X 1 X 0.5 0.5 1.02282T1-Strap EQ+X 1 Y 0 0

    T1-Foundation EQ+X 1 Y 0 0T1-Story5 EQ+X 2 Y 0 0T1-Story4 EQ+X 2 Y 0 0T1-Story3 EQ+X 2 X 60.6 52.5 1.154308T1-Story2 EQ+X 2 Y 0 0T1-Story1 EQ+X 2 X 13.6 13.5 1.006795T1-Base EQ+X 2 X 0.5 0.5 1.02282T1-Strap EQ+X 2 Y 0 0

    T1-Foundation EQ+X 2 Y 0 0T1-Story5 EQ+X 3 Y 0 0T1-Story4 EQ+X 3 Y 0 0T1-Story3 EQ+X 3 X 60.6 52.5 1.154308

  • Analysis Results 9/19/2015

    Page 41 of 122

    Story LoadCase/Combo DirectionMaximum

    mmAveragemm Ratio

    T1-Story2 EQ+X 3 Y 0 0T1-Story1 EQ+X 3 X 13.6 13.5 1.006795T1-Base EQ+X 3 X 0.5 0.5 1.02282T1-Strap EQ+X 3 Y 0 0

    T1-Foundation EQ+X 3 Y 0 0T1-Story5 EQ+Y 1 Y 0 0T1-Story4 EQ+Y 1 Y 0 0T1-Story3 EQ+Y 1 Y 40.9 36.4 1.1225T1-Story2 EQ+Y 1 Y 0 0T1-Story1 EQ+Y 1 Y 12.8 12.4 1.037541T1-Base EQ+Y 1 Y 0.5 0.5 1.013529T1-Strap EQ+Y 1 Y 0 0

    T1-Foundation EQ+Y 1 Y 0 0T1-Story5 EQ+Y 2 Y 0 0T1-Story4 EQ+Y 2 Y 0 0T1-Story3 EQ+Y 2 Y 40.9 36.4 1.1225T1-Story2 EQ+Y 2 Y 0 0T1-Story1 EQ+Y 2 Y 12.8 12.4 1.037541T1-Base EQ+Y 2 Y 0.5 0.5 1.013529T1-Strap EQ+Y 2 Y 0 0

    T1-Foundation EQ+Y 2 Y 0 0T1-Story5 EQ+Y 3 Y 0 0T1-Story4 EQ+Y 3 Y 0 0T1-Story3 EQ+Y 3 Y 40.9 36.4 1.1225T1-Story2 EQ+Y 3 Y 0 0T1-Story1 EQ+Y 3 Y 12.8 12.4 1.037541T1-Base EQ+Y 3 Y 0.5 0.5 1.013529T1-Strap EQ+Y 3 Y 0 0

    T1-Foundation EQ+Y 3 Y 0 0T1-Story5 Wind+Y Y 0 0T1-Story4 Wind+Y Y 0 0T1-Story3 Wind+Y Y 56 50.5 1.109741T1-Story2 Wind+Y Y 0 0T1-Story1 Wind+Y Y 13.6 13.4 1.012089T1-Base Wind+Y Y 0.5 0.5 1.024846T1-Strap Wind+Y Y 0 0

    T1-Foundation Wind+Y Y 0 0T1-Story5 Wind-Y Y 0 0T1-Story4 Wind-Y Y 0 0T1-Story3 Wind-Y Y 57.8 51.2 1.128199T1-Story2 Wind-Y Y 0 0T1-Story1 Wind-Y Y 14.2 13.7 1.040087T1-Base Wind-Y Y 0.5 0.5 1.017495T1-Strap Wind-Y Y 0 0

    T1-Foundation Wind-Y Y 0 0T1-Story5 1.5[DL+LL] Y 0 0T1-Story4 1.5[DL+LL] Y 0 0T1-Story3 1.5[DL+LL] X 6.5 0.8 7.866543T1-Story2 1.5[DL+LL] Y 0 0T1-Story1 1.5[DL+LL] X 0.1 0.1 1.38456T1-Base 1.5[DL+LL] Y 0.03164 0.000243 130.191205T1-Strap 1.5[DL+LL] Y 0 0

    T1-Foundation 1.5[DL+LL] Y 0 0T1-Story5 DL+LL+WIND+Y Y 0 0T1-Story4 DL+LL+WIND+Y Y 0 0

  • Analysis Results 9/19/2015

    Page 42 of 122

    Story LoadCase/Combo DirectionMaximum

    mmAveragemm Ratio

    T1-Story3 DL+LL+WIND+Y Y 64.9 51.6 1.256319T1-Story2 DL+LL+WIND+Y Y 0 0T1-Story1 DL+LL+WIND+Y Y 13.6 13.4 1.015154T1-Base DL+LL+WIND+Y Y 0.5 0.5 1.058395T1-Strap DL+LL+WIND+Y Y 0 0

    T1-Foundation DL+LL+WIND+Y Y 0 0T1-Story5 DL+WIND+Y Y 0 0T1-Story4 DL+WIND+Y Y 0 0T1-Story3 DL+WIND+Y Y 61.6 51.4 1.198368T1-Story2 DL+WIND+Y Y 0 0T1-Story1 DL+WIND+Y Y 13.6 13.4 1.013275T1-Base DL+WIND+Y Y 0.5 0.5 1.043729T1-Strap DL+WIND+Y Y 0 0

    T1-Foundation DL+WIND+Y Y 0 0T1-Story5 0.7DL+WIND+Y Y 0 0T1-Story4 0.7DL+WIND+Y Y 0 0T1-Story3 0.7DL+WIND+Y Y 59.9 51.4 1.16681T1-Story2 0.7DL+WIND+Y Y 0 0T1-Story1 0.7DL+WIND+Y Y 13.6 13.4 1.01292T1-Base 0.7DL+WIND+Y Y 0.5 0.5 1.036876T1-Strap 0.7DL+WIND+Y Y 0 0

    T1-Foundation 0.7DL+WIND+Y Y 0 0T1-Story5 DL+LL+EQ+X Max Y 0 0T1-Story4 DL+LL+EQ+X Max Y 0 0T1-Story3 DL+LL+EQ+X Max X 62.2 51.7 1.203506T1-Story2 DL+LL+EQ+X Max Y 0 0T1-Story1 DL+LL+EQ+X Max X 13.5 13.4 1.008842T1-Base DL+LL+EQ+X Max X 0.5 0.5 1.034892T1-Strap DL+LL+EQ+X Max Y 0 0

    T1-Foundation DL+LL+EQ+X Max Y 0 0T1-Story5 DL+LL+EQ+X Min Y 0 0T1-Story4 DL+LL+EQ+X Min Y 0 0T1-Story3 DL+LL+EQ+X Min X 62.2 51.7 1.203506T1-Story2 DL+LL+EQ+X Min Y 0 0T1-Story1 DL+LL+EQ+X Min X 13.5 13.4 1.008842T1-Base DL+LL+EQ+X Min X 0.5 0.5 1.034892T1-Strap DL+LL+EQ+X Min Y 0 0

    T1-Foundation DL+LL+EQ+X Min Y 0 0T1-Story5 DL+LL-EQ+X Max Y 0 0T1-Story4 DL+LL-EQ+X Max Y 0 0T1-Story3 DL+LL-EQ+X Max X 61.4 51.2 1.199303T1-Story2 DL+LL-EQ+X Max Y 0 0T1-Story1 DL+LL-EQ+X Max X 13.6 13.5 1.004768T1-Base DL+LL-EQ+X Max X 0.5 0.5 1.048249T1-Strap DL+LL-EQ+X Max Y 0 0

    T1-Foundation DL+LL-EQ+X Max Y 0 0T1-Story5 DL+LL-EQ+X Min Y 0 0T1-Story4 DL+LL-EQ+X Min Y 0 0T1-Story3 DL+LL-EQ+X Min X 61.4 51.2 1.199303T1-Story2 DL+LL-EQ+X Min Y 0 0T1-Story1 DL+LL-EQ+X Min X 13.6 13.5 1.004768T1-Base DL+LL-EQ+X Min X 0.5 0.5 1.048249T1-Strap DL+LL-EQ+X Min Y 0 0

    T1-Foundation DL+LL-EQ+X Min Y 0 0T1-Story5 DL+LL+EQ+Y Max Y 0 0

  • Analysis Results 9/19/2015

    Page 43 of 122

    Story LoadCase/Combo DirectionMaximum

    mmAveragemm Ratio

    T1-Story4 DL+LL+EQ+Y Max Y 0 0T1-Story3 DL+LL+EQ+Y Max Y 48.9 38.9 1.257477T1-Story2 DL+LL+EQ+Y Max Y 0 0T1-Story1 DL+LL+EQ+Y Max Y 12.9 12.4 1.040753T1-Base DL+LL+EQ+Y Max Y 0.5 0.5 1.050338T1-Strap DL+LL+EQ+Y Max Y 0 0

    T1-Foundation DL+LL+EQ+Y Max Y 0 0T1-Story5 DL+LL+EQ+Y Min Y 0 0T1-Story4 DL+LL+EQ+Y Min Y 0 0T1-Story3 DL+LL+EQ+Y Min Y 48.9 38.9 1.257477T1-Story2 DL+LL+EQ+Y Min Y 0 0T1-Story1 DL+LL+EQ+Y Min Y 12.9 12.4 1.040753T1-Base DL+LL+EQ+Y Min Y 0.5 0.5 1.050338T1-Strap DL+LL+EQ+Y Min Y 0 0

    T1-Foundation DL+LL+EQ+Y Min Y 0 0T1-Story5 DL+LL-EQ+Y Max Y 0 0T1-Story4 DL+LL-EQ+Y Max Y 0 0T1-Story3 DL+LL-EQ+Y Max Y 48.1 38.2 1.257592T1-Story2 DL+LL-EQ+Y Max Y 0 0T1-Story1 DL+LL-EQ+Y Max Y 12.7 12.3 1.034303T1-Base DL+LL-EQ+Y Max Y 0.5 0.5 1.04743T1-Strap DL+LL-EQ+Y Max Y 0 0

    T1-Foundation DL+LL-EQ+Y Max Y 0 0T1-Story5 DL+LL-EQ+Y Min Y 0 0T1-Story4 DL+LL-EQ+Y Min Y 0 0T1-Story3 DL+LL-EQ+Y Min Y 48.1 38.2 1.257592T1-Story2 DL+LL-EQ+Y Min Y 0 0T1-Story1 DL+LL-EQ+Y Min Y 12.7 12.3 1.034303T1-Base DL+LL-EQ+Y Min Y 0.5 0.5 1.04743T1-Strap DL+LL-EQ+Y Min Y 0 0

    T1-Foundation DL+LL-EQ+Y Min Y 0 0T1-Story5 DL+EQ+X Max Y 0 0T1-Story4 DL+EQ+X Max Y 0 0T1-Story3 DL+EQ+X Max X 61.8 52.8 1.171007T1-Story2 DL+EQ+X Max Y 0 0T1-Story1 DL+EQ+X Max X 13.5 13.4 1.007582T1-Base DL+EQ+X Max X 0.5 0.5 1.028988T1-Strap DL+EQ+X Max Y 0 0

    T1-Foundation DL+EQ+X Max Y 0 0T1-Story5 DL+EQ+X Min Y 0 0T1-Story4 DL+EQ+X Min Y 0 0T1-Story3 DL+EQ+X Min X 61.8 52.8 1.171007T1-Story2 DL+EQ+X Min Y 0 0T1-Story1 DL+EQ+X Min X 13.5 13.4 1.007582T1-Base DL+EQ+X Min X 0.5 0.5 1.028988T1-Strap DL+EQ+X Min Y 0 0

    T1-Foundation DL+EQ+X Min Y 0 0T1-Story5 DL-EQ+X Max Y 0 0T1-Story4 DL-EQ+X Max Y 0 0T1-Story3 DL-EQ+X Max X 61.5 52.7 1.167124T1-Story2 DL-EQ+X Max Y 0 0T1-Story1 DL-EQ+X Max X 13.6 13.5 1.006011T1-Base DL-EQ+X Max X 0.5 0.5 1.046273T1-Strap DL-EQ+X Max Y 0 0

    T1-Foundation DL-EQ+X Max Y 0 0

  • Analysis Results 9/19/2015

    Page 44 of 122

    Story LoadCase/Combo DirectionMaximum

    mmAveragemm Ratio

    T1-Story5 DL-EQ+X Min Y 0 0T1-Story4 DL-EQ+X Min Y 0 0T1-Story3 DL-EQ+X Min X 61.5 52.7 1.167124T1-Story2 DL-EQ+X Min Y 0 0T1-Story1 DL-EQ+X Min X 13.6 13.5 1.006011T1-Base DL-EQ+X Min X 0.5 0.5 1.046273T1-Strap DL-EQ+X Min Y 0 0

    T1-Foundation DL-EQ+X Min Y 0 0T1-Story5 DL+EQ+Y Max Y 0 0T1-Story4 DL+EQ+Y Max Y 0 0T1-Story3 DL+EQ+Y Max Y 45.6 38.4 1.189052T1-Story2 DL+EQ+Y Max Y 0 0T1-Story1 DL+EQ+Y Max Y 12.9 12.4 1.038785T1-Base DL+EQ+Y Max Y 0.5 0.5 1.034838T1-Strap DL+EQ+Y Max Y 0 0

    T1-Foundation DL+EQ+Y Max Y 0 0T1-Story5 DL+EQ+Y Min Y 0 0T1-Story4 DL+EQ+Y Min Y 0 0T1-Story3 DL+EQ+Y Min Y 45.6 38.4 1.189052T1-Story2 DL+EQ+Y Min Y 0 0T1-Story1 DL+EQ+Y Min Y 12.9 12.4 1.038785T1-Base DL+EQ+Y Min Y 0.5 0.5 1.034838T1-Strap DL+EQ+Y Min Y 0 0

    T1-Foundation DL+EQ+Y Min Y 0 0T1-Story5 DL-EQ+Y Max Y 0 0T1-Story4 DL-EQ+Y Max Y 0 0T1-Story3 DL-EQ+Y Max Y 45.4 38.3 1.185125T1-Story2 DL-EQ+Y Max Y 0 0T1-Story1 DL-EQ+Y Max Y 12.8 12.4 1.036294T1-Base DL-EQ+Y Max Y 0.5 0.5 1.030477T1-Strap DL-EQ+Y Max Y 0 0

    T1-Foundation DL-EQ+Y Max Y 0 0T1-Story5 DL-EQ+Y Min Y 0 0T1-Story4 DL-EQ+Y Min Y 0 0T1-Story3 DL-EQ+Y Min Y 45.4 38.3 1.185125T1-Story2 DL-EQ+Y Min Y 0 0T1-Story1 DL-EQ+Y Min Y 12.8 12.4 1.036294T1-Base DL-EQ+Y Min Y 0.5 0.5 1.030477T1-Strap DL-EQ+Y Min Y 0 0

    T1-Foundation DL-EQ+Y Min Y 0 0T1-Story5 0.7DL+WIND-Y Y 0 0T1-Story4 0.7DL+WIND-Y Y 0 0T1-Story3 0.7DL+WIND-Y Y 59 51.6 1.143957T1-Story2 0.7DL+WIND-Y Y 0 0T1-Story1 0.7DL+WIND-Y Y 14.2 13.6 1.039298T1-Base 0.7DL+WIND-Y Y 0.5 0.5 1.025596T1-Strap 0.7DL+WIND-Y Y 0 0

    T1-Foundation 0.7DL+WIND-Y Y 0 0T1-Story5 DL+LL+WIND-Y Y 0 0T1-Story4 DL+LL+WIND-Y Y 0 0T1-Story3 DL+LL+WIND-Y Y 63 52.5 1.200655T1-Story2 DL+LL+WIND-Y Y 0 0T1-Story1 DL+LL+WIND-Y Y 14.1 13.6 1.037163T1-Base DL+LL+WIND-Y Y 0.5 0.5 1.049541T1-Strap DL+LL+WIND-Y Y 0 0

  • Analysis Results 9/19/2015

    Page 45 of 122

    Story LoadCase/Combo DirectionMaximum

    mmAveragemm Ratio

    T1-Foundation DL+LL+WIND-Y Y 0 0T1-Story5 DL+WIND-Y Y 0 0T1-Story4 DL+WIND-Y Y 0 0T1-Story3 DL+WIND-Y Y 60.3 52.1 1.157194T1-Story2 DL+WIND-Y Y 0 0T1-Story1 DL+WIND-Y Y 14.2 13.6 1.03896T1-Base DL+WIND-Y Y 0.5 0.5 1.032583T1-Strap DL+WIND-Y Y 0 0

    T1-Foundation DL+WIND-Y Y 0 0T3-GF Slab Dead Y 0 0T3-Plinth Dead Y 0 0T3-Strap Dead Y 0 0T3-Base Dead Y 0 0

    T3-GF Slab Live Y 0 0T3-Plinth Live Y 0 0T3-Strap Live Y 0 0T3-Base Live Y 0 0

    T3-GF Slab EQ+X 1 Y 0 0T3-Plinth EQ+X 1 Y 0 0T3-Strap EQ+X 1 Y 0 0T3-Base EQ+X 1 Y 0 0

    T3-GF Slab EQ+X 2 Y 0 0T3-Plinth EQ+X 2 Y 0 0T3-Strap EQ+X 2 Y 0 0T3-Base EQ+X 2 Y 0 0

    T3-GF Slab EQ+X 3 Y 0 0T3-Plinth EQ+X 3 Y 0 0T3-Strap EQ+X 3 Y 0 0T3-Base EQ+X 3 Y 0 0

    T3-GF Slab EQ+Y 1 Y 0 0T3-Plinth EQ+Y 1 Y 0 0T3-Strap EQ+Y 1 Y 0 0T3-Base EQ+Y 1 Y 0 0

    T3-GF Slab EQ+Y 2 Y 0 0T3-Plinth EQ+Y 2 Y 0 0T3-Strap EQ+Y 2 Y 0 0T3-Base EQ+Y 2 Y 0 0

    T3-GF Slab EQ+Y 3 Y 0 0T3-Plinth EQ+Y 3 Y 0 0T3-Strap EQ+Y 3 Y 0 0T3-Base EQ+Y 3 Y 0 0

    T3-GF Slab Wind+Y Y 0 0T3-Plinth Wind+Y Y 0 0T3-Strap Wind+Y Y 0 0T3-Base Wind+Y Y 0 0

    T3-GF Slab Wind-Y Y 0 0T3-Plinth Wind-Y Y 0 0T3-Strap Wind-Y Y 0 0T3-Base Wind-Y Y 0 0

    T3-GF Slab 1.5[DL+LL] Y 0 0T3-Plinth 1.5[DL+LL] Y 0 0T3-Strap 1.5[DL+LL] Y 0 0T3-Base 1.5[DL+LL] Y 0 0

    T3-GF Slab DL+LL+WIND+Y Y 0 0T3-Plinth DL+LL+WIND+Y Y 0 0

  • Analysis Results 9/19/2015

    Page 46 of 122

    Story LoadCase/Combo DirectionMaximum

    mmAveragemm Ratio

    T3-Strap DL+LL+WIND+Y Y 0 0T3-Base DL+LL+WIND+Y Y 0 0

    T3-GF Slab DL+WIND+Y Y 0 0T3-Plinth DL+WIND+Y Y 0 0T3-Strap DL+WIND+Y Y 0 0T3-Base DL+WIND+Y Y 0 0

    T3-GF Slab 0.7DL+WIND+Y Y 0 0T3-Plinth 0.7DL+WIND+Y Y 0 0T3-Strap 0.7DL+WIND+Y Y 0 0T3-Base 0.7DL+WIND+Y Y 0 0

    T3-GF Slab DL+LL+EQ+X Max Y 0 0T3-Plinth DL+LL+EQ+X Max Y 0 0T3-Strap DL+LL+EQ+X Max Y 0 0T3-Base DL+LL+EQ+X Max Y 0 0

    T3-GF Slab DL+LL+EQ+X Min Y 0 0T3-Plinth DL+LL+EQ+X Min Y 0 0T3-Strap DL+LL+EQ+X Min Y 0 0T3-Base DL+LL+EQ+X Min Y 0 0

    T3-GF Slab DL+LL-EQ+X Max Y 0 0T3-Plinth DL+LL-EQ+X Max Y 0 0T3-Strap DL+LL-EQ+X Max Y 0 0T3-Base DL+LL-EQ+X M