Elevator

1. Title: STRUCTURAL DESIGN REPORT FOR ELEVATOR SLAB:-
Client: JOHN HOPKINS ARAMCO HEALTH CARE, DAHRAN
Project: WOMENS AND CHILDRENS CENTER – BUILDING 552
ANALYSIS & DESIGN REPORT
JHAH, DAHRAN
Model File: ELEVATOR CORE WALL, Revision 0
11/29/2020

2. Issued by:
ENGR. GOVIND SHRIRAM CHHAWSARIA Electronic Signature
DESIGN by:
ENGR. AMIT JITENDRA CHHAWSARIA Electronic Signature
Reviewed by:
ENGR. GOVIND SHRIRAM CHHAWSARIA Electronic Signature
Approved by:
ENGR. GOVIND SHRIRAM CHHAWSARIA Electronic Signature
Revision control sheet
Revision Date
Purposee
Reason
for
revision
Issued by
Checkedby
Reviewed
by Approvedby
00 2020/11/18 Concept 00 GSC GSC GSC

3. Preliminary or pending information
Edition Sections Concepts Status
Document status:
☐ For approval
☒For information
Critical:
☐ Yes
☒NO

5. Table of Contents
1. Structure Data 5
1.1 Story Data 5
1.2 Grid Data 5
1.3 Point Coordinates 5
1.4 Line Connectivity 5
1.5 Area Connectivity 6
1.6 Mass 6
1.7 Groups 7
2. Properties 8
2.1 Materials 8
2.2 Frame Sections 8
2.3 Reinforcement Sizes 15
3. Assignments 17
3.1 Joint Assignments 17
3.2 Frame Assignments 17
4. Loads 19
4.1 Load Patterns 19
4.2 Load Sets 19
4.3 Applied Loads 19
4.3.1 Line Loads 19
4.4 Load Combinations 21
5. Analysis Results 23
5.1 Structure Results 23
5.2 Story Results 24
5.3 Point Results 26
6. Design Data 30
6.1 Concrete Frame Design 30

6. List of Tables
Table 1.1 Story Definitions 5
Table 1.2 Grid Definitions - General 5
Table 1.3 Grid Definitions - Grid Lines 5
Table 1.4 Point Bays 5
Table 1.5 Column Bays 5
Table 1.6 Beam Bays 6
Table 1.7 Floor Bays 6
Table 1.8 Mass Source Definition 6
Table 1.9 Centers Of Mass And Rigidity 6
Table 1.10 Mass Summary by Diaphragm 7
Table 1.11 Mass Summary by Story 7
Table 1.12 Mass Summary by Group 7
Table 1.13 Group Definitions 7
Table 2.1 Material Properties - General 8
Table 2.2 Frame Section Property Definitions - Summary 8
Table 2.3 Reinforcing Bar Sizes 15
Table 3.1 Joint Assignments - Summary 17
Table 3.2 Frame Assignments - Summary 17
Table 4.1 Load Pattern Definitions 19
Table 4.2 Shell Uniform Load Sets 19
Table 4.3 Frame Loads Assignments - Distributed 19
Table 4.4 Load Combination Definitions 21
Table 5.1 Base Reactions 23
Table 5.2 Centers Of Mass And Rigidity 23
Table 5.3 Diaphragm Center Of Mass Displacements 23
Table 5.4 Story Max Over Avg Displacements 24
Table 5.5 Story Drifts 24
Table 5.6 Story Forces 25
Table 5.7 Joint Reactions 26
Table 6.1 Concrete Frame Design Preferences - ACI 318-14 30
Table 6.2 Concrete Column PMM Envelope - ACI 318-14 30
Table 6.3 Concrete Column Shear Envelope - ACI 318-14 30
Table 6.4 Concrete Beam Flexure Envelope - ACI 318-14 31
Table 6.5 Concrete Beam Shear Envelope - ACI 318-14 32
Table 6.6 Concrete Joint Envelope - ACI 318-14 34
Table 6.7 Concrete Column Design Summary - ACI 318-14 34
Table 6.8 Concrete Beam Design Summary - ACI 318-14 36
Table 6.9 Concrete Joint Design Summary - ACI 318-14 41

7. Structure Data 11/29/2020
Page 9 of 47
1 Structure Data
This chapter provides model geometry information, including items such as story levels, point coordinates, and
element connectivity.
1.1 Story Data
Table 1.1 - Story Definitions
Tower Name
Height
m
Master
Story
Similar To
Splice
Story
Color
T1 Story2 3 Yes None No Cyan
T1 Story1 3 No Story2 No Red
1.2 Grid Data
Table 1.2 - Grid Definitions - General
Tower Name Type
Ux
m
Uy
m
Rz
deg
Story
Range
Bubble
Size
mm
Color
T1 G1 Cartesian 0 0 0 Default 1250 Gray6
Table 1.3 - Grid Definitions - Grid Lines
Name Grid Line Type
Ordinate
m
Bubble
Location
Visible
G1 X (Cartesian) 0 End Yes
G1 X (Cartesian) 1.9 End Yes
G1 X (Cartesian) 4.2 End Yes
G1 Y (Cartesian) 0 Start Yes
G1 Y (Cartesian) 2.125 Start Yes
G1 Y (Cartesian) 3.9 Start Yes
1.3 Point Coordinates
Table 1.4 - Point Bays
Label
Is Auto
Point
X
m
Y
m
DZBelow
m
1 No 1.9 3.9 0
2 No 4.2 3.9 0
3 No 1.9 2.125 0
4 No 4.2 2.125 0
5 No 0 3.9 0
6 No 0 2.125 0
7 No 0 0 0
8 No 1.9 0 0
9 Yes 3.165 3.1013 0
10 Yes 1.3749 2.5425 0
1.4 Line Connectivity
Table 1.5 - Column Bays
Label PointBayI PointBayJ IEndStory
C1 1 1 Below
C2 3 3 Below
C3 2 2 Below
C4 4 4 Below

8. Structure Data 11/29/2020
Page 10 of 47
Table 1.6 - Beam Bays
Label PointBayI PointBayJ
B1 5 1
B2 6 3
B3 6 5
B4 7 6
B5 3 1
B6 8 3
B7 7 8
B8 3 4
B9 1 2
B10 4 2
1.5 Area Connectivity
Table 1.7 - Floor Bays
Label NumPoints PointNumber PointBay
F1 4 1 5
F1 2 1
F1 3 3
F1 4 6
F2 4 1 6
F2 2 3
F2 3 8
F2 4 7
F3 4 1 1
F3 2 2
F3 3 4
F3 4 3
1.6 Mass
Table 1.8 - Mass Source Definition
Name Is Default
Include
Lateral
Mass?
Include
Vertical
Mass?
Lump
Mass?
Source
Self
Mass?
Source
Added
Mass?
Source Load
Patterns?
Move Mass
Centroid?
Move
Ratio X
Move
Ratio Y
MsSrc1 Yes Yes No Yes Yes Yes No Yes 0.05 0.05
Table 1.9 - Centers Of Mass And Rigidity
Story Diaphragm
Mass X
kg
Mass Y
kg
XCM
m
YCM
m
Cum
Mass X
kg
Cum
Mass Y
kg
XCCM
m
YCCM
m
XCR
m
YCR
m
Story2 D1 3087.66 3087.66 3.165 3.1013 3087.66 3087.66 3.165 3.1013
Story1 D1 5338.08 5338.08 1.3749 2.5425 8425.74 8425.74 2.0309 2.7473
Table 1.10 - Mass Summary by Diaphragm
Story Diaphragm
Mass X
kg
Mass Y
kg
Mass
Moment of
Inertia
ton-m2
X Mass
Center
m
Y Mass
Center
m
Story2 D1 3087.66 3087.66 6.5153 3.165 3.1013
Story1 D1 5338.08 5338.08 14.4847 1.3749 2.5425

9. Structure Data 11/29/2020
Page 11 of 47
Table 1.11 - Mass Summary by Story
Story
UX
kg
UY
kg
UZ
kg
Story2 3087.66 3087.66 0
Story1 7659.76 7659.76 0
Base 1441.66 1441.66 0
Table 1.12 - Mass Summary by Group
Group
Self Mass
kg
Self
Weight
kN
Mass X
kg
Mass Y
kg
Mass Z
kg
All 12189.08 0 12189.08 12189.08 0
1.7 Groups
Table 1.13 - Group Definitions
Name Color
Steel
Design?
Concrete
Design?
Composite
Design?
All Yellow No No No

10. Properties 11/29/2020
Page 12 of 47
2 Properties
This chapter provides property information for materials, frame sections, shell sections, and links.
2.1 Materials
Table 2.1 - Material Properties - General
Material Type SymType Grade Color Notes
4000Psi Concrete Isotropic f'c 4000 psi Gray8Dark
A416Gr270 Tendon Uniaxial Grade 270 Green
A615Gr60 Rebar Uniaxial Grade 60 Blue
A992Fy50 Steel Isotropic Grade 50 Yellow
2.2 Frame Sections
Table 2.2 - Frame Section Property Definitions - Summary (Part 1 of 3)
Name Material Shape Color
Area
cm2
J
cm4
I33
cm4
I22
cm4
As2
cm2
As3
cm2
S33Pos
cm3
A-CompBm Auto Select
A-GravBm Auto Select
A-GravCol Auto Select
A-LatBm Auto Select
A-LatCol Auto Select
B250X400 4000Psi Concrete Rectangular Green 1000 127345.2 133333.3 52083.3 833.3 833.3 6666.7
B250X450 4000Psi Concrete Rectangular Cyan 1125 152994.9 189843.8 58593.8 937.5 937.5 8437.5
B250X500 4000Psi Concrete Rectangular Blue 1250 178812.7 260416.7 65104.2 1041.7 1041.7 10416.7
C250X400 4000Psi Concrete Rectangular Blue 1000 127345.2 133333.3 52083.3 833.3 833.3 6666.7
ConcBm 4000Psi Concrete Rectangular Blue 1875 474572.9 390625 219726.6 1562.5 1562.5 15625
ConcCol 4000Psi Concrete Rectangular Gray8Dark 1406.3 278503.4 164794.9 164794.9 1171.9 1171.9 8789.1
SteelBm A992Fy50 Steel I/Wide Flange Yellow 71.4 25.7 30343.2 965.5 31.3 37.4 1213.7
SteelCol A992Fy50 Steel I/Wide Flange Magenta 306.3 551.8 150638 52090.7 63.4 222.5 6025.5
W250X17.9 A992Fy50 Steel I/Wide Flange Magenta 22.8 2.3 2240 90.7 12.1 9 178.5
W250X22.3 A992Fy50 Steel I/Wide Flange Red 28.5 4.3 2870 120 14.8 11.7 226
W250X25.3 A992Fy50 Steel I/Wide Flange Cyan 32.2 6.5 3410 148 15.7 14.2 265.4
W250X28.4 A992Fy50 Steel I/Wide Flange Green 36.3 9.7 4010 179 16.4 17 309.7
W250X49.1 A992Fy50 Steel I/Wide Flange Cyan 62.6 24.3 7120 1520 18.2 37 576.5
W250X58 A992Fy50 Steel I/Wide Flange Green 74.2 40.6 8700 1870 20.2 45.7 690.5
W250X67 A992Fy50 Steel I/Wide Flange Blue 85.8 62.9 10300 2220 22.8 53.4 801.6
W250X89 A992Fy50 Steel I/Wide Flange Gray8Dark 114 103 14200 4830 27.7 74.1 1096.5
W310X107 A992Fy50 Steel I/Wide Flange Magenta 136 122 24800 8120 34 86.4 1589.7
W310X117 A992Fy50 Steel I/Wide Flange Red 150 160 27600 8990 37.5 95.7 1752.4
W310X129 A992Fy50 Steel I/Wide Flange Cyan 165 212 30800 10000 41.7 105.4 1937.1
W310X143 A992Fy50 Steel I/Wide Flange Cyan 182 285 34700 11200 45.2 118.3 2148.6
W310X158 A992Fy50 Steel I/Wide Flange Cyan 201 380 38800 12500 50.8 129.7 2365.9
W310X179 A992Fy50 Steel I/Wide Flange Green 227 537 44500 14400 59.9 146.6 2672.7
W310X202 A992Fy50 Steel I/Wide Flange Blue 257 770 51600 16600 68.3 167 3035.3
W310X21 A992Fy50 Steel I/Wide Flange Blue 26.8 2.9 3690 98.2 15.3 9.6 244.4
W310X226 A992Fy50 Steel I/Wide Flange Gray8Dark 288 1070 59500 18900 76.9 188.7 3419.5
W310X23.8 A992Fy50 Steel I/Wide Flange Gray8Dark 30.4 4.3 4290 117 17 11.3 281.3
W310X253 A992Fy50 Steel I/Wide Flange Yellow 323 1480 68700 21500 86.9 211.2 3859.6
W310X28.3 A992Fy50 Steel I/Wide Flange Yellow 35.9 7.5 5410 157 18.5 15.1 349
W310X283 A992Fy50 Steel I/Wide Flange Magenta 361 2030 78700 24500 98.5 237.9 4300.5
W310X313 A992Fy50 Steel I/Wide Flange Red 399 2690 89100 27600 111.9 261.6 4777.5
W310X32.7 A992Fy50 Steel I/Wide Flange Magenta 41.8 12.2 6490 194 20.6 18.4 416
W310X38.7 A992Fy50 Steel I/Wide Flange Blue 49.4 12.5 8490 720 18.1 26.5 547.7
W310X44.5 A992Fy50 Steel I/Wide Flange Gray8Dark 56.7 19 9910 845 20.6 31 635.3
W310X79 A992Fy50 Steel I/Wide Flange Yellow 101 65.8 17700 3990 26.9 61.8 1153.1
W310X86 A992Fy50 Steel I/Wide Flange Yellow 110 87.4 19800 4450 28.3 69 1277.4

11. Properties 11/29/2020
Page 13 of 47
Name Material Shape Color
Area
cm2
J
cm4
I33
cm4
I22
cm4
As2
cm2
As3
cm2
S33Pos
cm3
W360X101 A992Fy50 Steel I/Wide Flange Blue 129 125 30100 5040 37.4 77.5 1691
W360X110 A992Fy50 Steel I/Wide Flange Gray8Dark 141 161 33100 5580 41.2 85.2 1833.8
W360X122 A992Fy50 Steel I/Wide Flange Yellow 155 211 36700 6160 47.2 92.9 2022
W360X162 A992Fy50 Steel I/Wide Flange Magenta 206 296 51600 18600 48.3 134.8 2843
W360X179 A992Fy50 Steel I/Wide Flange Red 228 390 57400 20600 55.2 148.6 3119.6
W360X196 A992Fy50 Steel I/Wide Flange Cyan 250 512 63700 22800 61.2 162.9 3415.6
W360X216 A992Fy50 Steel I/Wide Flange Green 275 633 71200 28200 65 181.9 3787.2
W360X237 A992Fy50 Steel I/Wide Flange Blue 301 820 79100 31100 72 199.3 4152.2
W360X262 A992Fy50 Steel I/Wide Flange Gray8Dark 334 1100 89100 34900 81.4 221.4 4616.6
W360X287 A992Fy50 Steel I/Wide Flange Yellow 366 1450 99900 38800 89 243.4 5071.1
W360X314 A992Fy50 Steel I/Wide Flange Cyan 400 1860 111000 42900 99.4 264.7 5563.9
W360X32.9 A992Fy50 Steel I/Wide Flange Red 41.9 8.7 8280 291 20.3 18 475.9
W360X347 A992Fy50 Steel I/Wide Flange Magenta 442 2480 125000 47900 110.4 294.2 6157.6
W360X382 A992Fy50 Steel I/Wide Flange Red 488 3290 142000 53700 125.1 324.8 6810.6
W360X39 A992Fy50 Steel I/Wide Flange Cyan 49.6 14.9 10200 371 22.9 22.8 577.9
W360X44 A992Fy50 Steel I/Wide Flange Yellow 57.1 15.8 12100 816 24.1 27.9 689.5
W360X463 A992Fy50 Steel I/Wide Flange Cyan 590 5660 180000 67000 155.4 393.2 8294.9
W360X509 A992Fy50 Steel I/Wide Flange Green 652 7410 204000 75300 174 435.8 9168.5
W360X51 A992Fy50 Steel I/Wide Flange Magenta 64.5 23.7 14200 970 25.8 33.1 797.8
W360X551 A992Fy50 Steel I/Wide Flange Blue 703 9240 226000 82800 192 472.1 9934.1
W360X57.8 A992Fy50 Steel I/Wide Flange Red 72.3 33.2 16000 1110 28.2 37.6 893.9
W360X592 A992Fy50 Steel I/Wide Flange Gray8Dark 755 11400 250000 90300 209.3 509.2 10752.7
W360X634 A992Fy50 Steel I/Wide Flange Yellow 806 13800 275000 98200 227.1 545.5 11579
W360X677 A992Fy50 Steel I/Wide Flange Magenta 865 16400 299000 107000 247.8 580 12381
W360X744 A992Fy50 Steel I/Wide Flange Red 948 21400 342000 120000 276.9 640.1 13734.9
W360X91 A992Fy50 Steel I/Wide Flange Green 115 91.2 26600 4450 33.6 69.4 1507.1
W410X38.8 A992Fy50 Steel I/Wide Flange Red 49.5 10.9 12500 399 25.3 20.4 626.6
W410X46.1 A992Fy50 Steel I/Wide Flange Cyan 58.9 19.2 15600 516 28.2 26.1 772.3
W410X53 A992Fy50 Steel I/Wide Flange Green 68.4 22.7 18600 1020 30.3 32.3 920.8
W460X52 A992Fy50 Steel I/Wide Flange Blue 66.5 21.1 21200 637 34.3 27.4 942.2
W460X60 A992Fy50 Steel I/Wide Flange Gray8Dark 76.1 33.7 25500 795 36.4 33.9 1120.9
W460X68 A992Fy50 Steel I/Wide Flange Yellow 87.1 50.8 29600 937 42 39.5 1287
W460X74 A992Fy50 Steel I/Wide Flange Blue 94.8 51.6 33300 1670 41.2 46.2 1457.3
W460X82 A992Fy50 Steel I/Wide Flange Gray8Dark 105 69.1 37000 1870 45.6 50.9 1608.7
W460X89 A992Fy50 Steel I/Wide Flange Yellow 114 90.3 41000 2090 48.5 56.6 1774.9
W530X101 A992Fy50 Steel I/Wide Flange Green 129 102 61600 2690 58.4 60.9 2298.5
W530X66 A992Fy50 Steel I/Wide Flange Magenta 83.9 32 35100 862 46.8 31.4 1334.6
W530X74 A992Fy50 Steel I/Wide Flange Red 94.8 47.5 41000 1040 51 37.6 1553
W530X82 A992Fy50 Steel I/Wide Flange Magenta 105 51.6 47500 2010 50.3 46.3 1799.2
W530X85 A992Fy50 Steel I/Wide Flange Red 108 73.7 48700 1270 55.2 45.9 1817.2
W530X92 A992Fy50 Steel I/Wide Flange Cyan 118 76.2 55400 2390 54.4 54.3 2078.8
W610X101 A992Fy50 Steel I/Wide Flange Blue 130 77.8 76200 2930 63.2 56.6 2531.6
W610X113 A992Fy50 Steel I/Wide Flange Blue 145 112 87400 3430 68 65.7 2879.7
W610X125 A992Fy50 Steel I/Wide Flange Gray8Dark 159 154 98600 3930 72.8 74.8 3222.2
W610X140 A992Fy50 Steel I/Wide Flange Yellow 179 219 112000 4540 80.8 85.1 3630.5
W610X82 A992Fy50 Steel I/Wide Flange Cyan 105 49.1 56200 1210 59.9 38 1876.5
W610X92 A992Fy50 Steel I/Wide Flange Green 117 71.2 64500 1440 65.6 44.8 2142.9
W690X125 A992Fy50 Steel I/Wide Flange Blue 159 117 119000 4410 79.3 69 3510.3
W690X140 A992Fy50 Steel I/Wide Flange Magenta 178 168 136000 5160 84.7 80 3982.4
W690X152 A992Fy50 Steel I/Wide Flange Red 194 220 151000 5790 90.1 89.3 4389.5
W690X170 A992Fy50 Steel I/Wide Flange Cyan 217 305 170000 6620 100.5 101.1 4906.2
W690X192 A992Fy50 Steel I/Wide Flange Green 244 462 198000 7660 108.7 118.1 5649.1
W760X134 A992Fy50 Steel I/Wide Flange Gray8Dark 170 118 150000 4790 89.1 68.2 4005.3
W760X147 A992Fy50 Steel I/Wide Flange Yellow 187 157 166000 5330 99.5 75.7 4403.2
W760X161 A992Fy50 Steel I/Wide Flange Blue 205 208 186000 6080 104.5 85.9 4914.1
W760X173 A992Fy50 Steel I/Wide Flange Gray8Dark 221 268 205000 6830 109.7 96.1 5380.6

12. Properties 11/29/2020
Page 14 of 47
Name Material Shape Color
Area
cm2
J
cm4
I33
cm4
I22
cm4
As2
cm2
As3
cm2
S33Pos
cm3
W760X185 A992Fy50 Steel I/Wide Flange Yellow 235 333 223000 7530 114.3 105 5814.9
W760X196 A992Fy50 Steel I/Wide Flange Magenta 250 405 240000 8160 120.1 113 6233.8
W840X176 A992Fy50 Steel I/Wide Flange Magenta 224 221 246000 7780 117 91.5 5885.2
W840X193 A992Fy50 Steel I/Wide Flange Red 247 307 279000 9070 123.6 105.6 6635
W840X210 A992Fy50 Steel I/Wide Flange Cyan 268 404 310000 10200 130.3 118.7 7328.6
W840X226 A992Fy50 Steel I/Wide Flange Green 290 516 340000 11400 137 132.3 7990.6
W920X223 A992Fy50 Steel I/Wide Flange Blue 286 420 376000 11200 145 121.5 8245.6
W920X238 A992Fy50 Steel I/Wide Flange Gray8Dark 303 516 406000 12300 150.8 131.7 8884
W920X253 A992Fy50 Steel I/Wide Flange Yellow 323 629 437000 13300 159 141.8 9510.3
W920X271 A992Fy50 Steel I/Wide Flange Magenta 346 770 470000 14400 169.6 153.5 10195.2
Table 2.2 - Frame Section Property Definitions - Summary (Part 2 of 3)
S33Neg
cm3
S22Pos
cm3
S22Neg
cm3
Z33
cm3
Z22
cm3
R33
mm
R22
mm
Cw
cm6
Fillet
Radius
mm
CG
Offset 3
mm
CG
Offset 2
mm
PNA
Offset 3
mm
PNA
Offset 2
mm
6666.7 4166.7 4166.7 10000 6250 115.5 72.2 0 0 0 0
8437.5 4687.5 4687.5 12656.3 7031.3 129.9 72.2 0 0 0 0
10416.7 5208.3 5208.3 15625 7812.5 144.3 72.2 0 0 0 0
6666.7 4166.7 4166.7 10000 6250 115.5 72.2 0 0 0 0
15625 11718.8 11718.8 23437.5 17578.1 144.3 108.3 0 0 0 0
8789.1 8789.1 8789.1 13183.6 13183.6 108.3 108.3 0 0 0 0
1213.7 115.9 115.9 1368.2 178.2 206.2 36.8 573052.3 0 0 0 0
6025.5 2083.6 2083.6 6570.3 3142.6 221.8 130.4 29378255.2 0 0 0 0
178.5 18 18 206 28.5 99.1 19.9 13809.7 7.7 0 0 0 0
226 23.5 23.5 262 37.7 100.4 20.5 18526.8 7.6 0 0 0 0
265.4 29 29 306 45.9 102.9 21.4 22903.7 7.6 0 0 0 0
309.7 35.1 35.1 354 54.9 105.1 22.2 27415 7.7 0 0 0 0
576.5 150.5 150.5 636 229 106.6 49.3 210406.7 12.7 0 0 0 0
690.5 184.2 184.2 767 282 108.3 50.2 267662.4 12.7 0 0 0 0
801.6 217.6 217.6 900 333 109.6 50.9 323365.4 12.7 0 0 0 0
1096.5 375.9 375.9 1220 574 111.6 65.1 714804.9 12.7 0 0 0 0
1589.7 532.5 532.5 1770 806 135 77.3 1748965.4 15.3 0 0 0 0
1752.4 585.7 585.7 1950 890 135.6 77.4 1979287.1 15.1 0 0 0 0
1937.1 651.5 651.5 2160 990 136.6 77.8 2196610.4 15.2 0 0 0 0
2148.6 722.6 722.6 2410 1110 138.1 78.4 2560007.9 15.2 0 0 0 0
2365.9 806.5 806.5 2690 1230 138.9 78.9 2858552.1 15.3 0 0 0 0
2672.7 923.1 923.1 3050 1400 140 79.6 3315366.7 15 0 0 0 0
3035.3 1054 1054 3510 1610 141.7 80.4 3933804.8 15.2 0 0 0 0
244.4 19.4 19.4 285 31.1 117.3 19.1 21555.3 7.6 0 0 0 0
3419.5 1188.7 1188.7 3980 1820 143.7 81 4655241 15.2 0 0 0 0
281.3 23.2 23.2 329 37 118.8 19.6 25703.2 7.7 0 0 0 0
3859.6 1343.8 1343.8 4510 2060 145.8 81.6 5412611.2 15.3 0 0 0 0
349 30.8 30.8 405 48.8 122.8 20.9 35640.3 7.6 0 0 0 0
4300.5 1517 1517 5100 2340 147.7 82.4 6426739.2 15 0 0 0 0
4777.5 1698.5 1698.5 5700 2610 149.4 83.2 7283674.8 15.2 0 0 0 0
416 38 38 480 60 124.6 21.5 43323.4 7.6 0 0 0 0
547.7 87.3 87.3 610 134 131.1 38.2 162938.3 7.7 0 0 0 0
635.3 101.8 101.8 706 157 132.2 38.6 193146.4 7.6 0 0 0 0
1153.1 314.2 314.2 1280 477 132.4 62.9 852309.8 15.4 0 0 0 0

13. Properties 11/29/2020
Page 15 of 47
S33Neg
cm3
S22Pos
cm3
S22Neg
cm3
Z33
cm3
Z22
cm3
R33
mm
R22
mm
Cw
cm6
Fillet
Radius
mm
CG
Offset 3
mm
CG
Offset 2
mm
PNA
Offset 3
mm
PNA
Offset 2
mm
1277.4 350.4 350.4 1420 533 134.2 63.6 960031.3 15.2 0 0 0 0
1691 396.9 396.9 1880 605 152.8 62.5 1424961.5 15 0 0 0 0
1833.8 434.2 434.2 2060 664 153.2 62.9 1637588 15.2 0 0 0 0
2022 479.4 479.4 2280 734 153.9 63 1787806.2 15.1 0 0 0 0
2843 1002.7 1002.7 3150 1520 158.3 95 5399891.4 15.3 0 0 0 0
3119.6 1104.6 1104.6 3470 1670 158.7 95.1 6119028.8 15.2 0 0 0 0
3415.6 1222.5 1222.5 3830 1850 159.6 95.5 6813570 15.2 0 0 0 0
3787.2 1431.5 1431.5 4260 2180 160.9 101.3 8563753.2 15.2 0 0 0 0
4152.2 1570.7 1570.7 4700 2390 162.1 101.6 9616132.3 15.3 0 0 0 0
4616.6 1749.4 1749.4 5240 2670 163.3 102.2 10963837.7 15.2 0 0 0 0
5071.1 1944.9 1944.9 5820 2950 165.2 103 12373644.3 15.2 0 0 0 0
5563.9 2139.7 2139.7 6390 3240 166.6 103.6 13742736.1 15.3 0 0 0 0
475.9 45.8 45.8 544 71.9 140.6 26.4 83711.2 10.2 0 0 0 0
6157.6 2371.3 2371.3 7140 3620 168.2 104.1 15759809.3 15.2 0 0 0 0
6810.6 2645.3 2645.3 7980 4030 170.6 104.9 18224718.5 15.2 0 0 0 0
577.9 58 58 659 90.8 143.4 27.3 109551 10.1 0 0 0 0
689.5 95.4 95.4 775 147 145.6 37.8 237238.4 10.1 0 0 0 0
8294.9 3260.3 3260.3 9880 4980 174.7 106.6 23549774.2 15.2 0 0 0 0
9168.5 3611.5 3611.5 11000 5540 176.9 107.5 27686818.9 15.3 0 0 0 0
797.8 113.5 113.5 895 174 148.4 38.8 286656.2 10.1 0 0 0 0
9934.1 3952.3 3952.3 12100 6060 179.3 108.5 31095443.5 15.2 0 0 0 0
893.9 129.1 129.1 1010 198 148.8 39.2 330393.7 10.1 0 0 0 0
10752.7 4279.6 4279.6 13100 6590 182 109.4 34943408.7 15 0 0 0 0
11579 4632.1 4632.1 14200 7110 184.7 110.4 38800130.5 15 0 0 0 0
12381 5011.7 5011.7 15300 7670 185.9 111.2 42618787.6 15.3 0 0 0 0
13734.9 5555.6 5555.6 17200 8550 189.9 112.5 49980514.1 15.1 0 0 0 0
1507.1 350.4 350.4 1670 537 152.1 62.2 1268708.9 15.1 0 0 0 0
626.6 57 57 724 89.8 158.9 28.4 152524.8 10.2 0 0 0 0
772.3 73.7 73.7 885 115 162.7 29.6 197575.8 10.2 0 0 0 0
920.8 114.6 114.6 1050 177 164.9 38.6 395805.1 10.2 0 0 0 0
942.2 83.8 83.8 1090 132 178.5 30.9 304837.2 10.2 0 0 0 0
1120.9 103.9 103.9 1280 164 183.1 32.3 387230.4 10.2 0 0 0 0
1287 121.7 121.7 1490 192 184.3 32.8 463244.8 10.3 0 0 0 0
1457.3 174.9 174.9 1660 272 187.4 42 824296.4 10.2 0 0 0 0
1608.7 195.8 195.8 1840 303 187.7 42.2 915745.5 10.2 0 0 0 0
1774.9 217.7 217.7 2020 338 189.6 42.8 1030429.6 10.2 0 0 0 0
2298.5 256.2 256.2 2620 400 218.5 45.7 1805763.7 12.8 0 0 0 0
1334.6 104.5 104.5 1560 167 204.5 32.1 565047.6 12.7 0 0 0 0
1553 125.3 125.3 1800 200 208 33.1 685889 12.8 0 0 0 0
1799.2 192.3 192.3 2060 302 212.7 43.8 1340255.5 12.6 0 0 0 0
1817.2 152.1 152.1 2110 243 212.4 34.3 864158.1 12.7 0 0 0 0
2078.8 228.7 228.7 2360 356 216.7 45 1588565.3 12.8 0 0 0 0
2531.6 257 257 2900 401 242.1 47.5 2536318.1 12.8 0 0 0 0
2879.7 300.9 300.9 3280 469 245.5 48.6 2970993.2 12.7 0 0 0 0
3222.2 343.2 343.2 3670 534 249 49.7 3441766.3 12.7 0 0 0 0
3630.5 394.8 394.8 4160 615 250.1 50.4 3981687.4 12.9 0 0 0 0
1876.5 136 136 2200 218 231.4 33.9 1033594.9 12.9 0 0 0 0
2142.9 160.9 160.9 2510 257 234.8 35.1 1235137.5 12.7 0 0 0 0
3510.3 347.2 347.2 4000 544 273.6 52.7 4873037.8 15.2 0 0 0 0
3982.4 406.3 406.3 4560 636 276.4 53.8 5691394.3 15.1 0 0 0 0
4389.5 455.9 455.9 5000 711 279 54.6 6407576.5 15.2 0 0 0 0
4906.2 515.2 515.2 5620 808 279.9 55.2 7479482.4 15.3 0 0 0 0
5649.1 603.1 603.1 6470 944 284.9 56 8630844.5 15.3 0 0 0 0
4005.3 362.9 362.9 4640 569 297 53.1 6393408.8 16.5 0 0 0 0

14. Properties 11/29/2020
Page 16 of 47
S33Neg
cm3
S22Pos
cm3
S22Neg
cm3
Z33
cm3
Z22
cm3
R33
mm
R22
mm
Cw
cm6
Fillet
Radius
mm
CG
Offset 3
mm
CG
Offset 2
mm
PNA
Offset 3
mm
PNA
Offset 2
mm
4403.2 399.3 399.3 5110 633 297.9 53.4 7323293.5 16.5 0 0 0 0
4914.1 455.4 455.4 5670 719 301.2 54.5 8329892.9 16.5 0 0 0 0
5380.6 511.6 511.6 6190 806 304.6 55.6 9390941 16.5 0 0 0 0
5814.9 564 564 6690 885 308 56.6 10343789.1 16.5 0 0 0 0
6233.8 611.2 611.2 7160 957 309.8 57.1 11168692.2 16.5 0 0 0 0
5885.2 532.9 532.9 6800 841 331.4 58.9 13024224.6 17.8 0 0 0 0
6635 621.2 621.2 7650 975 336.1 60.6 15110643.4 17.9 0 0 0 0
7328.6 698.6 698.6 8420 1100 340.1 61.7 17086298.9 17.8 0 0 0 0
7990.6 772.9 772.9 9160 1210 342.4 62.7 19541905.8 17.8 0 0 0 0
8245.6 734.4 734.4 9520 1160 362.6 62.6 22284860.4 19 0 0 0 0
8884 806.6 806.6 10200 1270 366.1 63.7 24149702.2 19.1 0 0 0 0
9510.3 872.1 872.1 10900 1370 367.8 64.2 26190595.1 19.1 0 0 0 0
10195.2 938.1 938.1 11800 1490 368.6 64.5 28777618.3 19 0 0 0 0
Table 2.2 - Frame Section Property Definitions - Summary (Part 3 of 3)
Area
Modifier
As2
Modifier
As3
Modifier
J Modifier I33 ModifierI22 Modifier
Mass
Modifier
Weight
Modifier
1 1 1 0.01 0.7 0.7 1 1
1 1 1 0.01 0.7 0.7 1 1
1 1 1 0.01 0.7 0.7 1 1
1 1 1 0.01 0.7 0.7 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1

15. Properties 11/29/2020
Page 17 of 47
Area
Modifier
As2
Modifier
As3
Modifier
J Modifier I33 ModifierI22 Modifier
Mass
Modifier
Weight
Modifier
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1

16. Properties 11/29/2020
Page 18 of 47
Area
Modifier
As2
Modifier
As3
Modifier
J Modifier I33 ModifierI22 Modifier
Mass
Modifier
Weight
Modifier
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
2.3 Reinforcement Sizes
Table 2.3 - Reinforcing Bar Sizes
Name
Diameter
mm
Area
cm2
6 6 0.3
8 8 0.5
10 10 0.8
12 12 1.1
14 14 1.5
16 16 2
18 18 2.5
20 20 3.1
22 22 3.8
25 25 4.9
26 26 5.3
28 28 6.2
32 32 8
36 36 10.2
40 40 12.6
50 50 19.6

17. Assignments 11/29/2020
Page 19 of 47
3 Assignments
This chapter provides a listing of the assignments applied to the model.
3.1 Joint Assignments
Table 3.1 - Joint Assignments - Summary
Story Label UniqueName Diaphragm Restraints
Story2 1 9 From Area
Story2 2 11 From Area
Story2 3 10 From Area
Story2 4 12 From Area
Story2 9 17 D1
Story1 1 1 From Area UZ; RZ
Story1 2 2 From Area UZ; RZ
Story1 3 5 From Area UZ; RZ
Story1 4 6 From Area UZ; RZ
Story1 5 13 From Area
Story1 6 14 From Area
Story1 7 15 From Area
Story1 8 16 From Area
Story1 10 18 D1
Base 1 3 From Area UX; UY; UZ; RX; RY; RZ
Base 2 7 From Area UX; UY; UZ; RX; RY; RZ
Base 3 4 From Area UX; UY; UZ; RX; RY; RZ
Base 4 8 From Area UX; UY; UZ; RX; RY; RZ
3.2 Frame Assignments
Table 3.2 - Frame Assignments - Summary
Story Label UniqueName
Design
Type
Length
m
Analysis
Section
Design
Section
Max
Station
Spacing
m
Min
Number
Stations
Releases
Story2 B5 23 Beam 1.775 B250X400 B250X400 0.5
Story2 B8 19 Beam 2.3 B250X400 B250X400 0.5
Story2 B9 18 Beam 2.3 B250X400 B250X400 0.5
Story2 B10 21 Beam 1.775 B250X400 B250X400 0.5
Story2 C1 14 Column 3 C250X400 C250X400 3
Story2 C2 15 Column 3 C250X400 C250X400 3
Story2 C3 16 Column 3 C250X400 C250X400 3
Story2 C4 17 Column 3 C250X400 C250X400 3
Story1 B1 1 Beam 1.9 B250X450 B250X450 0.5 Yes
Story1 B2 2 Beam 1.9 B250X450 B250X450 0.5 Yes
Story1 B3 3 Beam 1.775 B250X450 B250X450 0.5 Yes
Story1 B4 4 Beam 2.125 B250X450 B250X450 0.5 Yes
Story1 B5 5 Beam 1.775 B250X450 B250X450 0.5 Yes
Story1 B6 6 Beam 2.125 B250X450 B250X450 0.5 Yes
Story1 B7 7 Beam 1.9 B250X400 B250X400 0.5 Yes
Story1 B8 8 Beam 2.3 B250X450 B250X450 0.5
Story1 B9 9 Beam 2.3 B250X450 B250X450 0.5
Story1 B10 20 Beam 1.775 B250X400 B250X400 0.5
Story1 C1 10 Column 3 C250X400 C250X400 3
Story1 C2 11 Column 3 C250X400 C250X400 3
Story1 C3 12 Column 3 C250X400 C250X400 3
Story1 C4 13 Column 3 C250X400 C250X400 3

18. Loads 11/29/2020
Page 20 of 47
4 Loads
This chapter provides loading information as applied to the model.
4.1 Load Patterns
Table 4.1 - Load Pattern Definitions
Name
Is Auto
Load
Type
Self Weight
Multiplier
~LLRF Yes Other 0
Dead Slab No Dead 0
Equip Load No Live 0
FF No Dead 0
Live No Live 0
Self weight No Dead 1
4.2 Load Sets
Table 4.2 - Shell Uniform Load Sets
Name
Load
Pattern
Load
Value
kN/m2
FF Self weight 1.5
ULoadSet1
ULoadSet2
4.3 Applied Loads
4.3.1 Line Loads
Table 4.3 - Frame Loads Assignments - Distributed (Part 1 of 2)
Story Label UniqueName
Load
Pattern
Load
Type
Direction
Distance
Type
Relative
Distance
A
Relative
Distance
B
Absolute
Distance A
m
Absolute
Distance B
m
Story2 B5 23 Live Force Gravity Relative 0 1 0 1.775
Story2 B8 19 Live Force Gravity Relative 0 1 0 2.3
Story2 B9 18 Live Force Gravity Relative 0 1 0 2.3
Story2 B10 21 Live Force Gravity Relative 0 1 0 1.775
Story1 B1 1 Live Force Gravity Relative 0 1 0 1.9
Story1 B2 2 Live Force Gravity Relative 0 1 0 1.9
Story1 B3 3 Live Force Gravity Relative 0 1 0 1.775
Story1 B4 4 Live Force Gravity Relative 0 1 0 2.125
Story1 B5 5 Live Force Gravity Relative 0 1 0 1.775
Story1 B6 6 Live Force Gravity Relative 0 1 0 2.125
Story1 B7 7 Live Force Gravity Relative 0 1 0 1.9
Story1 B8 8 Live Force Gravity Relative 0 1 0 2.3
Story1 B9 9 Live Force Gravity Relative 0 1 0 2.3
Story1 B10 20 Live Force Gravity Relative 0 1 0 1.775
Story2 B5 23 FF Force Gravity Relative 0 1 0 1.775
Story2 B8 19 FF Force Gravity Relative 0 1 0 2.3
Story2 B9 18 FF Force Gravity Relative 0 1 0 2.3
Story2 B10 21 FF Force Gravity Relative 0 1 0 1.775
Story1 B1 1 FF Force Gravity Relative 0 1 0 1.9
Story1 B2 2 FF Force Gravity Relative 0 1 0 1.9
Story1 B3 3 FF Force Gravity Relative 0 1 0 1.775
Story1 B4 4 FF Force Gravity Relative 0 1 0 2.125
Story1 B5 5 FF Force Gravity Relative 0 1 0 1.775

19. Loads 11/29/2020
Page 21 of 47
Story Label UniqueName
Load
Pattern
Load
Type
Direction
Distance
Type
Relative
Distance
A
Relative
Distance
B
Absolute
Distance A
m
Absolute
Distance B
m
Story1 B6 6 FF Force Gravity Relative 0 1 0 2.125
Story1 B7 7 FF Force Gravity Relative 0 1 0 1.9
Story1 B8 8 FF Force Gravity Relative 0 1 0 2.3
Story1 B9 9 FF Force Gravity Relative 0 1 0 2.3
Story1 B10 20 FF Force Gravity Relative 0 1 0 1.775
Story2 B5 23 Dead Slab Force Gravity Relative 0 1 0 1.775
Story2 B8 19 Dead Slab Force Gravity Relative 0 1 0 2.3
Story2 B9 18 Dead Slab Force Gravity Relative 0 1 0 2.3
Story2 B10 21 Dead Slab Force Gravity Relative 0 1 0 1.775
Story1 B1 1 Dead Slab Force Gravity Relative 0 1 0 1.9
Story1 B2 2 Dead Slab Force Gravity Relative 0 1 0 1.9
Story1 B3 3 Dead Slab Force Gravity Relative 0 1 0 1.775
Story1 B4 4 Dead Slab Force Gravity Relative 0 1 0 2.125
Story1 B5 5 Dead Slab Force Gravity Relative 0 1 0 1.775
Story1 B6 6 Dead Slab Force Gravity Relative 0 1 0 2.125
Story1 B7 7 Dead Slab Force Gravity Relative 0 1 0 1.9
Story1 B8 8 Dead Slab Force Gravity Relative 0 1 0 2.3
Story1 B9 9 Dead Slab Force Gravity Relative 0 1 0 2.3
Story1 B10 20 Dead Slab Force Gravity Relative 0 1 0 1.775
Table 4.3 - Frame Loads Assignments - Distributed (Part 2 of 2)
Force A
kN/m
Force B
kN/m
7.3 7.3
7.3 7.3
7.3 7.3
7.3 7.3
3.5 3.5
3.5 3.5
3.5 3.5
3.5 3.5
3.5 3.5
3.5 3.5
3.5 3.5
3.5 3.5
3.5 3.5
3.5 3.5
1.1 1.1
1.1 1.1
1.1 1.1
1.1 1.1
1.1 1.1
1.1 1.1
1.1 1.1
1.1 1.1
1.1 1.1
1.1 1.1
1.1 1.1
1.1 1.1
1.1 1.1
1.1 1.1
2.1 2.1

20. Loads 11/29/2020
Page 22 of 47
Force A
kN/m
Force B
kN/m
2.1 2.1
2.1 2.1
2.1 2.1
2.1 2.1
2.1 2.1
2.1 2.1
2.1 2.1
2.1 2.1
2.1 2.1
2.1 2.1
2.1 2.1
2.1 2.1
2.1 2.1
4.4 Load Combinations
Table 4.4 - Load Combination Definitions
Name Type Is Auto Load Name SF Notes
DComsl1 Linear Add No Dead 1
DComsl1 Dead 1
DCon1 Linear Add Yes FF 1.4 Dead [Strength]
DCon1 Dead 1.4
DCon1 Dead Slab 1.4
DCon1 elf Weight 1.4
DCon2 Linear Add Yes Live 1.6 Dead + Live [Strength]
DCon2 FF 1.2
DCon2 Equip Load 1.6
DCon2 Dead 1.2
DCon2 Dead Slab 1.2
DCon2 elf Weight 1.2
DWal1 Linear Add Yes FF 1.4 Dead [Strength]
DWal1 Dead 1.4
DWal1 Dead Slab 1.4
DWal1 elf Weight 1.4
DWal2 Linear Add Yes Live 1.6 Dead + Live [Strength]
DWal2 FF 1.2
DWal2 Equip Load 1.6
DWal2 Dead 1.2
DWal2 Dead Slab 1.2
DWal2 elf Weight 1.2

21. Analysis Results 11/29/2020
Page 23 of 47
5 Analysis Results
This chapter provides analysis results.
5.1 Structure Results
Table 5.1 - Base Reactions
Output
Case
Case Type
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
X
m
Y
m
Z
m
Live LinStatic 0 0 129.0575 339.7463 -301.5448 -3.2347 0 0 0
FF LinStatic 0 0 119.534 324.9533 -297.1996 -2.3423 0 0 0
Equip Load LinStatic 0 0 0 0 0 0 0 0 0
Dead LinStatic 0 0 119.534 324.9533 -297.1996 -2.3423 0 0 0
Dead Slab LinStatic 0 0 58.8525 147.8695 -124.2518 -1.9408 0 0 0
elf Weight LinStatic 0 0 0 0 0 0 0 0 0
DComsl1 Combination 0 0 239.068 649.9065 -594.3992 -4.6846 0 0 0
DCon1 Combination 0 0 417.0887 1116.8865 -1006.1114 -9.2755 0 0 0
DCon2 Combination 0 0 563.9966 1500.9254 -1344.8528 -13.1259 0 0 0
DWal1 Combination 0 0 417.0887 1116.8865 -1006.1114 -9.2755 0 0 0
DWal2 Combination 0 0 563.9966 1500.9254 -1344.8528 -13.1259 0 0 0
Table 5.2 - Centers Of Mass And Rigidity
Story Diaphragm
Mass X
kg
Mass Y
kg
XCM
m
YCM
m
Cum
Mass X
kg
Cum
Mass Y
kg
XCCM
m
YCCM
m
XCR
m
YCR
m
Story2 D1 3087.66 3087.66 3.165 3.1013 3087.66 3087.66 3.165 3.1013
Story1 D1 5338.08 5338.08 1.3749 2.5425 8425.74 8425.74 2.0309 2.7473
Table 5.3 - Diaphragm Center Of Mass Displacements
Story Diaphragm
Output
Case
Case Type
UX
mm
UY
mm
RZ
rad
Point
X
m
Y
m
Z
m
Story2 D1 Live LinStatic -0.37 -0.126 -9.9E-05 17 3.165 3.1013 6
Story2 D1 FF LinStatic -0.275 -0.091 -7.2E-05 17 3.165 3.1013 6
Story2 D1 Equip Load LinStatic 0 0 0 17 3.165 3.1013 6
Story2 D1 Dead LinStatic -0.275 -0.091 -7.2E-05 17 3.165 3.1013 6
Story2 D1 Dead Slab LinStatic -0.222 -0.076 -5.9E-05 17 3.165 3.1013 6
Story2 D1 elf Weight LinStatic 0 0 0 17 3.165 3.1013 6
Story2 D1 DComsl1 Combination -0.55 -0.181 -0.000143 17 3.165 3.1013 6
Story2 D1 DCon1 Combination -1.08 -0.36 -0.000284 17 3.165 3.1013 6
Story2 D1 DCon2 Combination -1.518 -0.511 -0.000401 17 3.165 3.1013 6
Story2 D1 DWal1 Combination -1.08 -0.36 -0.000284 17 3.165 3.1013 6
Story2 D1 DWal2 Combination -1.518 -0.511 -0.000401 17 3.165 3.1013 6
Story1 D1 Live LinStatic -0.179 -0.042 0 18 1.3749 2.5425 3
Story1 D1 FF LinStatic -0.133 -0.03 0 18 1.3749 2.5425 3
Story1 D1 Equip Load LinStatic 0 0 0 18 1.3749 2.5425 3
Story1 D1 Dead LinStatic -0.133 -0.03 0 18 1.3749 2.5425 3
Story1 D1 Dead Slab LinStatic -0.107 -0.025 0 18 1.3749 2.5425 3
Story1 D1 elf Weight LinStatic 0 0 0 18 1.3749 2.5425 3
Story1 D1 DComsl1 Combination -0.265 -0.06 0 18 1.3749 2.5425 3
Story1 D1 DCon1 Combination -0.521 -0.119 0 18 1.3749 2.5425 3
Story1 D1 DCon2 Combination -0.733 -0.169 0 18 1.3749 2.5425 3
Story1 D1 DWal1 Combination -0.521 -0.119 0 18 1.3749 2.5425 3
Story1 D1 DWal2 Combination -0.733 -0.169 0 18 1.3749 2.5425 3

22. Analysis Results 11/29/2020
Page 24 of 47
5.2 Story Results
Table 5.4 - Story Max Over Avg Displacements
Story
Output
Case
Case Type Direction
Maximum
mm
Average
mm
Ratio
Story2 Live LinStatic X 0.466 0.379 1.232
Story2 Live LinStatic Y 0.229 0.115 1.988
Story1 Live LinStatic X 0.179 0.179 1
Story1 Live LinStatic Y 0.042 0.042 1
Story2 FF LinStatic X 0.345 0.281 1.226
Story2 FF LinStatic Y 0.165 0.082 1.999
Story1 FF LinStatic X 0.133 0.133 1
Story1 FF LinStatic Y 0.03 0.03 1
Story2 Dead LinStatic X 0.345 0.281 1.226
Story2 Dead LinStatic Y 0.165 0.082 1.999
Story1 Dead LinStatic X 0.133 0.133 1
Story1 Dead LinStatic Y 0.03 0.03 1
Story2 Dead Slab LinStatic X 0.28 0.227 1.232
Story2 Dead Slab LinStatic Y 0.137 0.069 1.988
Story1 Dead Slab LinStatic X 0.107 0.107 1
Story1 Dead Slab LinStatic Y 0.025 0.025 1
Story2 DComsl1 Combination X 0.69 0.563 1.226
Story2 DComsl1 Combination Y 0.33 0.165 1.999
Story1 DComsl1 Combination X 0.265 0.265 1
Story1 DComsl1 Combination Y 0.06 0.06 1
Story2 DCon1 Combination X 1.357 1.106 1.228
Story2 DCon1 Combination Y 0.654 0.328 1.996
Story1 DCon1 Combination X 0.521 0.521 1
Story1 DCon1 Combination Y 0.119 0.119 1
Story2 DCon2 Combination X 1.909 1.553 1.229
Story2 DCon2 Combination Y 0.927 0.465 1.992
Story1 DCon2 Combination X 0.733 0.733 1
Story1 DCon2 Combination Y 0.169 0.169 1
Story2 DWal1 Combination X 1.357 1.106 1.228
Story2 DWal1 Combination Y 0.654 0.328 1.996
Story1 DWal1 Combination X 0.521 0.521 1
Story1 DWal1 Combination Y 0.119 0.119 1
Story2 DWal2 Combination X 1.909 1.553 1.229
Story2 DWal2 Combination Y 0.927 0.465 1.992
Story1 DWal2 Combination X 0.733 0.733 1
Story1 DWal2 Combination Y 0.169 0.169 1
Table 5.5 - Story Drifts
Story
Output
Case
Case Type Direction Drift Label
X
m
Y
m
Z
m
Story2 Live LinStatic X 9.6E-05 4 4.2 2.125 6
Story2 Live LinStatic Y 5.3E-05 2 4.2 3.9 6
Story2 FF LinStatic X 7.1E-05 4 4.2 2.125 6
Story2 FF LinStatic Y 3.8E-05 2 4.2 3.9 6
Story2 Dead LinStatic X 7.1E-05 4 4.2 2.125 6
Story2 Dead LinStatic Y 3.8E-05 2 4.2 3.9 6
Story2 Dead Slab LinStatic X 5.8E-05 4 4.2 2.125 6
Story2 Dead Slab LinStatic Y 3.2E-05 2 4.2 3.9 6
Story2 DComsl1 Combination X 0.000142 4 4.2 2.125 6
Story2 DComsl1 Combination Y 7.6E-05 2 4.2 3.9 6
Story2 DCon1 Combination X 0.000279 4 4.2 2.125 6
Story2 DCon1 Combination Y 0.000151 2 4.2 3.9 6
Story2 DCon2 Combination X 0.000393 4 4.2 2.125 6

23. Analysis Results 11/29/2020
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Story
Output
Case
Case Type Direction Drift Label
X
m
Y
m
Z
m
Story2 DCon2 Combination Y 0.000214 2 4.2 3.9 6
Story2 DWal1 Combination X 0.000279 4 4.2 2.125 6
Story2 DWal1 Combination Y 0.000151 2 4.2 3.9 6
Story2 DWal2 Combination X 0.000393 4 4.2 2.125 6
Story2 DWal2 Combination Y 0.000214 2 4.2 3.9 6
Story1 Live LinStatic X 6E-05 3 1.9 2.125 3
Story1 Live LinStatic Y 2.4E-05 4 4.2 2.125 3
Story1 FF LinStatic X 4.4E-05 3 1.9 2.125 3
Story1 FF LinStatic Y 1.7E-05 4 4.2 2.125 3
Story1 Dead LinStatic X 4.4E-05 3 1.9 2.125 3
Story1 Dead LinStatic Y 1.7E-05 4 4.2 2.125 3
Story1 Dead Slab LinStatic X 3.6E-05 3 1.9 2.125 3
Story1 Dead Slab LinStatic Y 1.4E-05 4 4.2 2.125 3
Story1 DComsl1 Combination X 8.8E-05 3 1.9 2.125 3
Story1 DComsl1 Combination Y 3.4E-05 4 4.2 2.125 3
Story1 DCon1 Combination X 0.000174 3 1.9 2.125 3
Story1 DCon1 Combination Y 6.7E-05 4 4.2 2.125 3
Story1 DCon2 Combination X 0.000244 3 1.9 2.125 3
Story1 DCon2 Combination Y 9.5E-05 4 4.2 2.125 3
Story1 DWal1 Combination X 0.000174 3 1.9 2.125 3
Story1 DWal1 Combination Y 6.7E-05 4 4.2 2.125 3
Story1 DWal2 Combination X 0.000244 3 1.9 2.125 3
Story1 DWal2 Combination Y 9.5E-05 4 4.2 2.125 3
Table 5.6 - Story Forces
Story Output Case Case Type Location
P
kN
VX
kN
VY
kN
T
kN-m
MX
kN-m
MY
kN-m
Story2 Live LinStatic Top 59.495 0 0 0 179.2287 -181.4598
Story2 Live LinStatic Bottom 59.495 0 0 0 179.2287 -181.4598
Story2 FF LinStatic Top 16.1417 0 0 0 48.6269 -49.2322
Story2 FF LinStatic Bottom 44.4174 0 0 0 133.8076 -135.4732
Story2 Equip Load LinStatic Top 0 0 0 0 0 0
Story2 Equip Load LinStatic Bottom 0 0 0 0 0 0
Story2 Dead LinStatic Top 16.1417 0 0 0 48.6269 -49.2322
Story2 Dead LinStatic Bottom 44.4174 0 0 0 133.8076 -135.4732
Story2 Dead Slab LinStatic Top 17.115 0 0 0 51.5589 -52.2008
Story2 Dead Slab LinStatic Bottom 17.115 0 0 0 51.5589 -52.2008
Story2 elf Weight LinStatic Top 0 0 0 0 0 0
Story2 elf Weight LinStatic Bottom 0 0 0 0 0 0
Story2 DComsl1 Combination Top 32.2834 0 0 0 97.2537 -98.4644
Story2 DComsl1 Combination Bottom 88.8349 0 0 0 267.6151 -270.9464
Story2 DCon1 Combination Top 69.1578 0 0 0 208.3378 -210.9312
Story2 DCon1 Combination Bottom 148.3298 0 0 0 446.8437 -452.406
Story2 DCon2 Combination Top 154.4701 0 0 0 465.3411 -471.1337
Story2 DCon2 Combination Bottom 222.3319 0 0 0 669.7748 -678.1122
Story2 DWal1 Combination Top 69.1578 0 0 0 208.3378 -210.9312
Story2 DWal1 Combination Bottom 148.3298 0 0 0 446.8437 -452.406
Story2 DWal2 Combination Top 154.4701 0 0 0 465.3411 -471.1337
Story2 DWal2 Combination Bottom 222.3319 0 0 0 669.7748 -678.1122
Story1 Live LinStatic Top 0 0 0 -4.554 -0.4535 3.6733
Story1 Live LinStatic Bottom 0 0 0 -4.554 -0.4535 3.6733
Story1 FF LinStatic Top -14.1379 0 0 -3.2986 -42.9153 45.8506
Story1 FF LinStatic Bottom 14.1379 0 0 -3.2986 42.2654 -40.3904
Story1 Equip Load LinStatic Top 0 0 0 0 0 0
Story1 Equip Load LinStatic Bottom 0 0 0 0 0 0

24. Analysis Results 11/29/2020
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Story Output Case Case Type Location
P
kN
VX
kN
VY
kN
T
kN-m
MX
kN-m
MY
kN-m
Story1 Dead LinStatic Top -14.1379 0 0 -3.2986 -42.9153 45.8506
Story1 Dead LinStatic Bottom 14.1379 0 0 -3.2986 42.2654 -40.3904
Story1 Dead Slab LinStatic Top 0 0 0 -2.7324 -0.2721 2.204
Story1 Dead Slab LinStatic Bottom 0 0 0 -2.7324 -0.2721 2.204
Story1 elf Weight LinStatic Top 0 0 0 0 0 0
Story1 elf Weight LinStatic Bottom 0 0 0 0 0 0
Story1 DComsl1 Combination Top -28.2757 0 0 -6.5973 -85.8305 91.7012
Story1 DComsl1 Combination Bottom 28.2757 0 0 -6.5973 84.5309 -80.7809
Story1 DCon1 Combination Top -39.586 0 0 -13.0616 -120.5436 131.4672
Story1 DCon1 Combination Bottom 39.586 0 0 -13.0616 117.9623 -110.0076
Story1 DCon2 Combination Top -33.9309 0 0 -18.4821 -104.0487 118.5635
Story1 DCon2 Combination Bottom 33.9309 0 0 -18.4821 100.385 -88.4149
Story1 DWal1 Combination Top -39.586 0 0 -13.0616 -120.5436 131.4672
Story1 DWal1 Combination Bottom 39.586 0 0 -13.0616 117.9623 -110.0076
Story1 DWal2 Combination Top -33.9309 0 0 -18.4821 -104.0487 118.5635
Story1 DWal2 Combination Bottom 33.9309 0 0 -18.4821 100.385 -88.4149
5.3 Point Results
Table 5.7 - Joint Reactions
Story Label
Unique
Name
Output Case Case Type
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Story1 1 1 Live LinStatic 0 0 26.7409 0 0 3.5602
Story1 1 1 FF LinStatic 0 0 22.4364 0 0 2.5787
Story1 1 1 Equip Load LinStatic 0 0 0 0 0 0
Story1 1 1 Dead LinStatic 0 0 22.4364 0 0 2.5787
Story1 1 1 Dead Slab LinStatic 0 0 11.2838 0 0 2.1365
Story1 1 1 elf Weight LinStatic 0 0 0 0 0 0
Story1 1 1 DComsl1 Combination 0 0 44.8728 0 0 5.1574
Story1 1 1 DCon1 Combination 0 0 78.6192 0 0 10.2115
Story1 1 1 DCon2 Combination 0 0 110.1733 0 0 14.449
Story1 1 1 DWal1 Combination 0 0 78.6192 0 0 10.2115
Story1 1 1 DWal2 Combination 0 0 110.1733 0 0 14.449
Story1 2 2 Live LinStatic 0 0 18.2132 0 0 0.3319
Story1 2 2 FF LinStatic 0 0 16.0373 0 0 0.2411
Story1 2 2 Equip Load LinStatic 0 0 0 0 0 0
Story1 2 2 Dead LinStatic 0 0 16.0373 0 0 0.2411
Story1 2 2 Dead Slab LinStatic 0 0 6.2824 0 0 0.1995
Story1 2 2 elf Weight LinStatic 0 0 0 0 0 0
Story1 2 2 DComsl1 Combination 0 0 32.0745 0 0 0.4822
Story1 2 2 DCon1 Combination 0 0 53.6997 0 0 0.9543
Story1 2 2 DCon2 Combination 0 0 75.1695 0 0 1.349
Story1 2 2 DWal1 Combination 0 0 53.6997 0 0 0.9543
Story1 2 2 DWal2 Combination 0 0 75.1695 0 0 1.349
Story1 3 5 Live LinStatic 0 0 91.8212 0 0 0.3278
Story1 3 5 FF LinStatic 0 0 69.1527 0 0 0.2371
Story1 3 5 Equip Load LinStatic 0 0 0 0 0 0
Story1 3 5 Dead LinStatic 0 0 69.1527 0 0 0.2371
Story1 3 5 Dead Slab LinStatic 0 0 50.332 0 0 0.1963
Story1 3 5 elf Weight LinStatic 0 0 0 0 0 0
Story1 3 5 DComsl1 Combination 0 0 138.3054 0 0 0.4742
Story1 3 5 DCon1 Combination 0 0 264.0923 0 0 0.9387
Story1 3 5 DCon2 Combination 0 0 373.2788 0 0 1.3291
Story1 3 5 DWal1 Combination 0 0 264.0923 0 0 0.9387
Story1 3 5 DWal2 Combination 0 0 373.2788 0 0 1.3291

25. Analysis Results 11/29/2020
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Story Label
Unique
Name
Output Case Case Type
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Story1 4 6 Live LinStatic 0 0 7.8776 0 0 0.3342
Story1 4 6 FF LinStatic 0 0 8.5525 0 0 0.2418
Story1 4 6 Equip Load LinStatic 0 0 0 0 0 0
Story1 4 6 Dead LinStatic 0 0 8.5525 0 0 0.2418
Story1 4 6 Dead Slab LinStatic 0 0 0.0811 0 0 0.2001
Story1 4 6 elf Weight LinStatic 0 0 0 0 0 0
Story1 4 6 DComsl1 Combination 0 0 17.1051 0 0 0.4835
Story1 4 6 DCon1 Combination 0 0 24.0606 0 0 0.9571
Story1 4 6 DCon2 Combination 0 0 33.2275 0 0 1.3551
Story1 4 6 DWal1 Combination 0 0 24.0606 0 0 0.9571
Story1 4 6 DWal2 Combination 0 0 33.2275 0 0 1.3551
Story1 ~27 Live LinStatic 0 0 -15.5955 0 0 0
Story1 ~27 FF LinStatic 0 0 -10.7827 0 0 0
Story1 ~27 Equip Load LinStatic 0 0 0 0 0 0
Story1 ~27 Dead LinStatic 0 0 -10.7827 0 0 0
Story1 ~27 Dead Slab LinStatic 0 0 -9.1267 0 0 0
Story1 ~27 elf Weight LinStatic 0 0 0 0 0 0
Story1 ~27 DComsl1 Combination 0 0 -21.5655 0 0 0
Story1 ~27 DCon1 Combination 0 0 -42.9691 0 0 0
Story1 ~27 DCon2 Combination 0 0 -61.7834 0 0 0
Story1 ~27 DWal1 Combination 0 0 -42.9691 0 0 0
Story1 ~27 DWal2 Combination 0 0 -61.7834 0 0 0
Base 1 3 Live LinStatic 1.9877 0.1373 0 -0.221 2.8736 0
Base 1 3 FF LinStatic 1.465 0.0931 3.5345 -0.1528 2.1227 0
Base 1 3 Equip Load LinStatic 0 0 0 0 0 0
Base 1 3 Dead LinStatic 1.465 0.0931 3.5345 -0.1528 2.1227 0
Base 1 3 Dead Slab LinStatic 1.2431 0.0783 0 -0.1285 1.7731 0
Base 1 3 elf Weight LinStatic 0 0 0 0 0 0
Base 1 3 DComsl1 Combination 2.93 0.1861 7.0689 -0.3056 4.2454 0
Base 1 3 DCon1 Combination 5.8423 0.3701 9.8965 -0.6077 8.4258 0
Base 1 3 DCon2 Combination 8.1881 0.537 8.4827 -0.8745 11.8199 0
Base 1 3 DWal1 Combination 5.8423 0.3701 9.8965 -0.6077 8.4258 0
Base 1 3 DWal2 Combination 8.1881 0.537 8.4827 -0.8745 11.8199 0
Base 2 7 Live LinStatic 1.0932 0.1237 0 -0.2647 1.9878 0
Base 2 7 FF LinStatic 0.7631 0.0814 3.5345 -0.1828 1.4297 0
Base 2 7 Equip Load LinStatic 0 0 0 0 0 0
Base 2 7 Dead LinStatic 0.7631 0.0814 3.5345 -0.1828 1.4297 0
Base 2 7 Dead Slab LinStatic 0.6055 0.0631 0 -0.1479 1.1438 0
Base 2 7 elf Weight LinStatic 0 0 0 0 0 0
Base 2 7 DComsl1 Combination 1.5261 0.1627 7.0689 -0.3656 2.8595 0
Base 2 7 DCon1 Combination 2.9842 0.3162 9.8965 -0.7188 5.6046 0
Base 2 7 DCon2 Combination 4.3071 0.4689 8.4827 -1.0397 7.9845 0
Base 2 7 DWal1 Combination 2.9842 0.3162 9.8965 -0.7188 5.6046 0
Base 2 7 DWal2 Combination 4.3071 0.4689 8.4827 -1.0397 7.9845 0
Base 3 4 Live LinStatic -5.7193 -0.535 0 0.4466 -4.6953 0
Base 3 4 FF LinStatic -4.1079 -0.3783 3.5345 0.3153 -3.3503 0
Base 3 4 Equip Load LinStatic 0 0 0 0 0 0
Base 3 4 Dead LinStatic -4.1079 -0.3783 3.5345 0.3153 -3.3503 0
Base 3 4 Dead Slab LinStatic -3.3811 -0.3169 0 0.2639 -2.7683 0
Base 3 4 elf Weight LinStatic 0 0 0 0 0 0
Base 3 4 DComsl1 Combination -8.2158 -0.7566 7.0689 0.6305 -6.7007 0
Base 3 4 DCon1 Combination -16.2357 -1.5029 9.8965 1.2522 -13.2565 0
Base 3 4 DCon2 Combination -23.0671 -2.1443 8.4827 1.7879 -18.8752 0
Base 3 4 DWal1 Combination -16.2357 -1.5029 9.8965 1.2522 -13.2565 0
Base 3 4 DWal2 Combination -23.0671 -2.1443 8.4827 1.7879 -18.8752 0
Base 4 8 Live LinStatic 2.6383 0.274 0 -0.4144 3.5072 0

26. Analysis Results 11/29/2020
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Story Label
Unique
Name
Output Case Case Type
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 4 8 FF LinStatic 1.8799 0.2039 3.5345 -0.3046 2.528 0
Base 4 8 Equip Load LinStatic 0 0 0 0 0 0
Base 4 8 Dead LinStatic 1.8799 0.2039 3.5345 -0.3046 2.528 0
Base 4 8 Dead Slab LinStatic 1.5325 0.1755 0 -0.2596 2.0554 0
Base 4 8 elf Weight LinStatic 0 0 0 0 0 0
Base 4 8 DComsl1 Combination 3.7597 0.4078 7.0689 -0.6092 5.056 0
Base 4 8 DCon1 Combination 7.4091 0.8166 9.8965 -1.2163 9.9559 0
Base 4 8 DCon2 Combination 10.572 1.1384 8.4827 -1.7055 14.1451 0
Base 4 8 DWal1 Combination 7.4091 0.8166 9.8965 -1.2163 9.9559 0
Base 4 8 DWal2 Combination 10.572 1.1384 8.4827 -1.7055 14.1451 0

27. Design Data 11/29/2020
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6 Design Data
This chapter provides design data and results.
6.1 Concrete Frame Design
Table 6.1 - Concrete Frame Design Preferences - ACI 318-14
Item Value
Multi-Response Design Step-by-Step - All
# Interaction Curves 24
# Interaction Points 11
Minimum Eccentricity? Yes
Design for BCCR? Yes
Seismic Design Category D
Design System Omega0 2
Design System Rho 1
Design System Sds 0.5
Consider ICCESR No
Phi (Tension) 0.9
Phi (Compression Tied) 0.65
Phi (Compression Spiral) 0.75
Phi (Shear and Torsion) 0.75
Phi (Shear Seismic) 0.6
Phi (Shear Joint) 0.85
Pattern Live Load Factor 0.75
Utlization Factor Limit 1
Table 6.2 - Concrete Column PMM Envelope - ACI 318-14
Story Label UniqueName Section Location
P
kN
M Major
kN-m
M Minor
kN-m
PMM
Combo
PMM
Ratio or
Rebar %
Story2 C1 14 C250X400 Top 46.4804 7.1274 -2.1266 DCon2 1 %
Story2 C1 14 C250X400 Bottom 61.1838 -9.657 2.0783 DCon2 1 %
Story2 C2 15 C250X400 Top 41.0147 6.1113 -0.9327 DCon2 1 %
Story2 C2 15 C250X400 Bottom 55.7181 37.0854 5.4408 DCon2 1 %
Story2 C3 16 C250X400 Top 34.2931 -1.6092 0.7798 DCon2 1 %
Story2 C3 16 C250X400 Bottom 48.9965 1.9906 -1.4646 DCon2 1 %
Story2 C4 17 C250X400 Top 41.7301 1.5632 3.5768 DCon2 1 %
Story2 C4 17 C250X400 Bottom 56.4335 -16.2263 -4.3051 DCon2 1 %
Story1 C1 10 C250X400 Top -5.9379 9.0597 0.4947 DCon2 1 %
Story1 C1 10 C250X400 Bottom 8.4827 -11.8199 -0.8745 DCon2 1 %
Story1 C2 11 C250X400 Top -5.9379 -39.946 -3.6799 DCon2 1 %
Story1 C2 11 C250X400 Bottom 8.4827 18.8752 1.7879 DCon2 1 %
Story1 C3 12 C250X400 Top -5.9379 2.9986 0.1561 DCon2 1 %
Story1 C3 12 C250X400 Bottom 8.4827 -7.9845 -1.0397 DCon2 1 %
Story1 C4 13 C250X400 Top -5.9379 12.8134 1.1973 DCon2 1 %
Story1 C4 13 C250X400 Bottom 8.4827 -14.1451 -1.7055 DCon2 1 %
Table 6.3 - Concrete Column Shear Envelope - ACI 318-14
Story Label UniqueName Section Location
V Major
kN
V Major
Combo
At Major
mm2/m
V Minor
kN
V Minor
Combo
At Minor
mm2/m
Story2 C1 14 C250X400 Top 6.4555 0 1.6173 0
Story2 C1 14 C250X400 Bottom 6.4555 0 1.6173 0
Story2 C2 15 C250X400 Top 11.9131 0 2.2655 0
Story2 C2 15 C250X400 Bottom 11.9131 0 2.2655 0

28. Design Data 11/29/2020
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Story Label UniqueName Section Location
V Major
kN
V Major
Combo
At Major
mm2/m
V Minor
kN
V Minor
Combo
At Minor
mm2/m
Story2 C3 16 C250X400 Top 1.3845 0 0.8513 0
Story2 C3 16 C250X400 Bottom 1.3845 0 0.8513 0
Story2 C4 17 C250X400 Top 6.8421 0 3.0315 0
Story2 C4 17 C250X400 Bottom 6.8421 0 3.0315 0
Story1 C1 10 C250X400 Top 8.1881 0 0.537 0
Story1 C1 10 C250X400 Bottom 8.1881 0 0.537 0
Story1 C2 11 C250X400 Top 23.0671 0 2.1443 0
Story1 C2 11 C250X400 Bottom 23.0671 0 2.1443 0
Story1 C3 12 C250X400 Top 4.3071 0 0.4689 0
Story1 C3 12 C250X400 Bottom 4.3071 0 0.4689 0
Story1 C4 13 C250X400 Top 10.572 0 1.1384 0
Story1 C4 13 C250X400 Bottom 10.572 0 1.1384 0
Table 6.4 - Concrete Beam Flexure Envelope - ACI 318-14
Story Label UniqueName Section Location
(-)
Moment
kN-m
(-)
Combo
As Top
mm2
(+)
Moment
kN-m
(+)
Combo
As Bot
mm2
Story2 B5 23 B250X400 End-I 0 DCon2 0 3.062 DCon2 32
Story2 B5 23 B250X400 Middle 0 DCon2 8 7.0642 DCon2 75
Story2 B5 23 B250X400 End-J -0.4778 DCon2 5 0 DCon2 3
Story2 B8 19 B250X400 End-I 0 DCon2 0 3.1729 DCon2 34
Story2 B8 19 B250X400 Middle 0 DCon2 21 14.4663 DCon2 154
Story2 B8 19 B250X400 End-J 0 DCon2 0 7.84 DCon2 83
Story2 B9 18 B250X400 End-I -4.9683 DCon2 53 0 DCon2 26
Story2 B9 18 B250X400 Middle 0 DCon2 13 7.1072 DCon2 75
Story2 B9 18 B250X400 End-J 0 DCon2 0 1.263 DCon2 13
Story2 B10 21 B250X400 End-I -2.3656 DCon2 25 0 DCon2 12
Story2 B10 21 B250X400 Middle 0 DCon2 7 5.928 DCon2 63
Story2 B10 21 B250X400 End-J 0 DCon2 0 2.6774 DCon2 28
Story1 B1 1 B250X450 End-I 0 DCon2 0 0 DCon2 0
Story1 B1 1 B250X450 Middle 0 DCon2 35 13.6388 DCon2 126
Story1 B1 1 B250X450 End-J 0 DCon2 35 15.4244 DCon2 143
Story1 B2 2 B250X450 End-I 0 DCon2 0 0 DCon2 0
Story1 B2 2 B250X450 Middle -92.7982 DCon2 681 0 DCon2 325
Story1 B2 2 B250X450 End-J -175.2928 DCon2 1379 0 DCon2 641
Story1 B3 3 B250X450 End-I -60.5074 DCon2 434 0 DCon2 283
Story1 B3 3 B250X450 Middle -41.1029 DCon2 325 0 DCon2 140
Story1 B3 3 B250X450 End-J -0.0001 DCon2 0 0 DCon2 0
Story1 B4 4 B250X450 End-I -5.5431 DCon2 140 0 DCon2 140
Story1 B4 4 B250X450 Middle -33.072 DCon2 310 0 DCon2 140
Story1 B4 4 B250X450 End-J -60.5074 DCon2 434 0 DCon2 283
Story1 B5 5 B250X450 End-I -41.5834 DCon2 325 0 DCon2 193
Story1 B5 5 B250X450 Middle -16.123 DCon2 150 4.928 DCon2 96
Story1 B5 5 B250X450 End-J 0 DCon2 0 0.5185 DCon2 5
Story1 B6 6 B250X450 End-I -5.5432 DCon2 128 0 DCon2 128
Story1 B6 6 B250X450 Middle -22.0791 DCon2 206 0 DCon2 128
Story1 B6 6 B250X450 End-J -55.138 DCon2 394 0 DCon2 258
Story1 B7 7 B250X400 End-I 0 DCon2 0 0 DCon2 0
Story1 B7 7 B250X400 Middle 0 DCon2 0 6.2162 DCon2 66
Story1 B7 7 B250X400 End-J 0 DCon2 0 0 DCon2 0
Story1 B8 8 B250X450 End-I -95.6096 DCon2 708 0 DCon2 345
Story1 B8 8 B250X450 Middle -60.7716 DCon2 441 0 DCon2 230
Story1 B8 8 B250X450 End-J 0 DCon2 7 24.1373 DCon2 233
Story1 B9 9 B250X450 End-I -4.198 DCon2 50 0 DCon2 31

29. Design Data 11/29/2020
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Story Label UniqueName Section Location
(-)
Moment
kN-m
(-)
Combo
As Top
mm2
(+)
Moment
kN-m
(+)
Combo
As Bot
mm2
Story1 B9 9 B250X450 Middle 0 DCon2 23 7.5074 DCon2 81
Story1 B9 9 B250X450 End-J 0 DCon2 10 4.8741 DCon2 57
Story1 B10 20 B250X400 End-I -4.1164 DCon2 45 0 DCon2 23
Story1 B10 20 B250X400 Middle 0 DCon2 12 3.9599 DCon2 43
Story1 B10 20 B250X400 End-J 0 DCon2 1 2.6476 DCon2 30
Table 6.5 - Concrete Beam Shear Envelope - ACI 318-14 (Part 1 of 2)
Story Label UniqueName Section Location
V
kN
V Combo
At
mm2/m
T for At
kN-m
T for At
Combo
At
Torsion
mm2/m
Story2 B5 23 B250X400 End-I 12.8185 DCon2 0 0.0288 DCon2 0
Story2 B5 23 B250X400 Middle 9.8912 DCon2 0 0.0289 DCon2 0
Story2 B5 23 B250X400 End-J 17.4609 DCon2 0 0.0289 DCon2 0
Story2 B8 19 B250X400 End-I 21.319 DCon2 0 0.007 DCon2 0
Story2 B8 19 B250X400 Middle 6.9751 DCon2 0 0.0071 DCon2 0
Story2 B8 19 B250X400 End-J 16.4063 DCon2 0 0.0071 DCon2 0
Story2 B9 18 B250X400 End-I 22.1422 DCon2 0 0.0021 DCon2 0
Story2 B9 18 B250X400 Middle 6.1518 DCon2 0 0.002 DCon2 0
Story2 B9 18 B250X400 End-J 15.583 DCon2 0 0.002 DCon2 0
Story2 B10 21 B250X400 End-I 18.4466 DCon2 0 0.0254 DCon2 0
Story2 B10 21 B250X400 Middle 4.2631 DCon2 0 0.0254 DCon2 0
Story2 B10 21 B250X400 End-J 11.8329 DCon2 0 0.0254 DCon2 0
Story1 B1 1 B250X450 End-I 21.2356 DCon2 0 0.0001 DCon2 0
Story1 B1 1 B250X450 Middle 7.4772 DCon2 0 0.0001 DCon2 0
Story1 B1 1 B250X450 End-J 3.3843 DCon2 0 0.0001 DCon2 0
Story1 B2 2 B250X450 End-I 90.8033 DCon2 223.38 0.0001 DCon2 0
Story1 B2 2 B250X450 Middle 104.5621 DCon2 337.08 0.0001 DCon2 0
Story1 B2 2 B250X450 End-J 115.4236 DCon2 426.84 0.0001 DCon2 0
Story1 B3 3 B250X450 End-I 46.9416 DCon2 208.33 8.544E-06 DCon2 0
Story1 B3 3 B250X450 Middle 34.0885 DCon2 208.33 1.119E-05 DCon2 0
Story1 B3 3 B250X450 End-J 21.2357 DCon2 0 1.119E-05 DCon2 0
Story1 B4 4 B250X450 End-I 18.2158 DCon2 0 8.507E-06 DCon2 0
Story1 B4 4 B250X450 Middle 33.6034 DCon2 208.33 2.552E-05 DCon2 0
Story1 B4 4 B250X450 End-J 43.8615 DCon2 208.33 2.552E-05 DCon2 0
Story1 B5 5 B250X450 End-I 69.5422 DCon2 208.33 1.895E-05 DCon2 0
Story1 B5 5 B250X450 Middle 58.4997 DCon2 208.33 2.104E-05 DCon2 0
Story1 B5 5 B250X450 End-J 14.3266 DCon2 0 2.104E-05 DCon2 0
Story1 B6 6 B250X450 End-I 18.2158 DCon2 0 1.665E-05 DCon2 0
Story1 B6 6 B250X450 Middle 28.4744 DCon2 0 0.0001 DCon2 0
Story1 B6 6 B250X450 End-J 42.0513 DCon2 208.33 0.0001 DCon2 0
Story1 B7 7 B250X400 End-I 13.0866 DCon2 0 1.011E-05 DCon2 0
Story1 B7 7 B250X400 Middle 6.5434 DCon2 0 7.518E-06 DCon2 0
Story1 B7 7 B250X400 End-J 13.0866 DCon2 0 7.518E-06 DCon2 0
Story1 B8 8 B250X450 End-I 76.7826 DCon2 208.33 0.0326 DCon2 0
Story1 B8 8 B250X450 Middle 56.1457 DCon2 208.33 0.0326 DCon2 0
Story1 B8 8 B250X450 End-J 49.2667 DCon2 208.33 0.0326 DCon2 0
Story1 B9 9 B250X450 End-I 18.5328 DCon2 0 0.0061 DCon2 0
Story1 B9 9 B250X450 Middle 2.1041 DCon2 0 0.0061 DCon2 0
Story1 B9 9 B250X450 End-J 8.9831 DCon2 0 0.0061 DCon2 0
Story1 B10 20 B250X400 End-I 14.939 DCon2 0 0.0311 DCon2 0
Story1 B10 20 B250X400 Middle 0.8164 DCon2 0 0.0311 DCon2 0
Story1 B10 20 B250X400 End-J 6.0681 DCon2 0 0.0311 DCon2 0

30. Design Data 11/29/2020
Page 32 of 47
Table 6.5 - Concrete Beam Shear Envelope - ACI 318-14 (Part 2 of 2)
T for As
kN-m
T for As
Combo
As
Torsion
mm2
0.0288 DCon2 0
0.0289 DCon2 0
0.0289 DCon2 0
0.007 DCon2 0
0.0071 DCon2 0
0.0071 DCon2 0
0.0021 DCon2 0
0.002 DCon2 0
0.002 DCon2 0
0.0254 DCon2 0
0.0254 DCon2 0
0.0254 DCon2 0
0.0001 DCon2 0
0.0001 DCon2 0
0.0001 DCon2 0
0.0001 DCon2 0
0.0001 DCon2 0
0.0001 DCon2 0
8.544E-06 DCon2 0
1.119E-05 DCon2 0
1.119E-05 DCon2 0
8.507E-06 DCon2 0
2.552E-05 DCon2 0
2.552E-05 DCon2 0
1.895E-05 DCon2 0
2.104E-05 DCon2 0
2.104E-05 DCon2 0
1.665E-05 DCon2 0
0.0001 DCon2 0
0.0001 DCon2 0
1.011E-05 DCon2 0
7.518E-06 DCon2 0
7.518E-06 DCon2 0
0.0326 DCon2 0
0.0326 DCon2 0
0.0326 DCon2 0
0.0061 DCon2 0
0.0061 DCon2 0
0.0061 DCon2 0
0.0311 DCon2 0
0.0311 DCon2 0
0.0311 DCon2 0
Table 6.7 - Concrete Column Design Summary - ACI 318-14 (Part 1 of 2)
Story Label UniqueName DesignSect
Station
mm
DesignOpt Status PMMRatio PMMCombo
AsMin
mm2
Story2 C1 14 C250X400 0 Design No Message DCon2 1000
Story2 C1 14 C250X400 1300 Design No Message DCon2 1000
Story2 C1 14 C250X400 2600 Design No Message DCon2 1000
Story2 C2 15 C250X400 0 Design No Message DCon2 1000
Story2 C2 15 C250X400 1300 Design No Message DCon2 1000
Story2 C2 15 C250X400 2600 Design No Message DCon2 1000

31. Design Data 11/29/2020
Page 33 of 47
Story Label UniqueName DesignSect
Station
mm
DesignOpt Status PMMRatio PMMCombo
AsMin
mm2
Story2 C3 16 C250X400 0 Design No Message DCon2 1000
Story2 C3 16 C250X400 1300 Design No Message DCon2 1000
Story2 C3 16 C250X400 2600 Design No Message DCon2 1000
Story2 C4 17 C250X400 0 Design No Message DCon2 1000
Story2 C4 17 C250X400 1300 Design No Message DCon2 1000
Story2 C4 17 C250X400 2600 Design No Message DCon2 1000
Story1 C1 10 C250X400 0 Design No Message DCon2 1000
Story1 C1 10 C250X400 1275 Design No Message DCon2 1000
Story1 C1 10 C250X400 2550 Design No Message DCon2 1000
Story1 C2 11 C250X400 0 Design No Message DCon2 1000
Story1 C2 11 C250X400 1275 Design No Message DCon2 1000
Story1 C2 11 C250X400 2550 Design No Message DCon2 1000
Story1 C3 12 C250X400 0 Design No Message DCon2 1000
Story1 C3 12 C250X400 1275 Design No Message DCon2 1000
Story1 C3 12 C250X400 2550 Design No Message DCon2 1000
Story1 C4 13 C250X400 0 Design No Message DCon2 1000
Story1 C4 13 C250X400 1275 Design No Message DCon2 1000
Story1 C4 13 C250X400 2550 Design No Message DCon2 1000
Table 6.8 - Concrete Beam Design Summary - ACI 318-14 (Part 1 of 3)
Story Label UniqueName DesignSect
Station
mm
Status AsTopCombo
AsMinTop
mm2
AsTop
mm2
Story2 B5 23 B250X400 125 No Message DCon2 0 0
Story2 B5 23 B250X400 506.3 No Message DCon2 8 8
Story2 B5 23 B250X400 887.5 No Message DCon2 8 8
Story2 B5 23 B250X400 887.5 No Message DCon2 8 8
Story2 B5 23 B250X400 1268.8 No Message DCon2 8 8
Story2 B5 23 B250X400 1650 No Message DCon2 5 5
Story2 B8 19 B250X400 200 No Message DCon2 0 0
Story2 B8 19 B250X400 675 No Message DCon2 21 21
Story2 B8 19 B250X400 1150 No Message DCon2 21 21
Story2 B8 19 B250X400 1150 No Message DCon2 21 21
Story2 B8 19 B250X400 1625 No Message DCon2 21 21
Story2 B8 19 B250X400 2100 No Message DCon2 0 0
Story2 B9 18 B250X400 200 No Message DCon2 53 53
Story2 B9 18 B250X400 675 No Message DCon2 13 13
Story2 B9 18 B250X400 1150 No Message DCon2 13 13
Story2 B9 18 B250X400 1150 No Message DCon2 13 13
Story2 B9 18 B250X400 1625 No Message DCon2 13 13
Story2 B9 18 B250X400 2100 No Message DCon2 0 0
Story2 B10 21 B250X400 125 No Message DCon2 25 25
Story2 B10 21 B250X400 506.3 No Message DCon2 7 7
Story2 B10 21 B250X400 887.5 No Message DCon2 7 7
Story2 B10 21 B250X400 887.5 No Message DCon2 7 7
Story2 B10 21 B250X400 1268.8 No Message DCon2 7 7
Story2 B10 21 B250X400 1650 No Message DCon2 0 0
Story1 B1 1 B250X450 0 No Message DCon2 0 0
Story1 B1 1 B250X450 475 No Message DCon2 35 35
Story1 B1 1 B250X450 950 No Message DCon2 35 35
Story1 B1 1 B250X450 950 No Message DCon2 35 35
Story1 B1 1 B250X450 1325 No Message DCon2 35 35
Story1 B1 1 B250X450 1700 No Message DCon2 0 0
Story1 B2 2 B250X450 0 No Message DCon2 0 0
Story1 B2 2 B250X450 475 No Message DCon2 325 325
Story1 B2 2 B250X450 950 No Message DCon2 325 681

32. Design Data 11/29/2020
Page 34 of 47
Story Label UniqueName DesignSect
Station
mm
Status AsTopCombo
AsMinTop
mm2
AsTop
mm2
Story1 B2 2 B250X450 950 No Message DCon2 325 681
Story1 B2 2 B250X450 1325 No Message DCon2 325 1008
Story1 B2 2 B250X450 1700 No Message DCon2 325 1379
Story1 B3 3 B250X450 0 No Message DCon2 325 434
Story1 B3 3 B250X450 443.8 No Message DCon2 325 325
Story1 B3 3 B250X450 887.5 No Message DCon2 229 229
Story1 B3 3 B250X450 887.5 No Message DCon2 229 229
Story1 B3 3 B250X450 1331.3 No Message DCon2 140 140
Story1 B3 3 B250X450 1775 No Message DCon2 0 0
Story1 B4 4 B250X450 0 No Message DCon2 0 0
Story1 B4 4 B250X450 354.2 No Message DCon2 140 140
Story1 B4 4 B250X450 708.3 No Message DCon2 140 140
Story1 B4 4 B250X450 1062.5 No Message DCon2 206 206
Story1 B4 4 B250X450 1062.5 No Message DCon2 206 206
Story1 B4 4 B250X450 1416.7 No Message DCon2 310 310
Story1 B4 4 B250X450 1770.8 No Message DCon2 325 326
Story1 B4 4 B250X450 2125 No Message DCon2 325 434
Story1 B5 5 B250X450 125 No Message DCon2 325 325
Story1 B5 5 B250X450 506.3 No Message DCon2 150 150
Story1 B5 5 B250X450 887.5 No Message DCon2 96 96
Story1 B5 5 B250X450 887.5 No Message DCon2 96 96
Story1 B5 5 B250X450 1268.8 No Message DCon2 96 96
Story1 B5 5 B250X450 1650 No Message DCon2 0 0
Story1 B6 6 B250X450 0 No Message DCon2 0 0
Story1 B6 6 B250X450 354.2 No Message DCon2 128 128
Story1 B6 6 B250X450 708.3 No Message DCon2 128 128
Story1 B6 6 B250X450 1062.5 No Message DCon2 206 206
Story1 B6 6 B250X450 1062.5 No Message DCon2 206 206
Story1 B6 6 B250X450 1531.3 No Message DCon2 325 325
Story1 B6 6 B250X450 2000 No Message DCon2 325 394
Story1 B7 7 B250X400 0 No Message DCon2 0 0
Story1 B7 7 B250X400 475 No Message DCon2 0 0
Story1 B7 7 B250X400 950 No Message DCon2 0 0
Story1 B7 7 B250X400 950 No Message DCon2 0 0
Story1 B7 7 B250X400 1425 No Message DCon2 0 0
Story1 B7 7 B250X400 1900 No Message DCon2 0 0
Story1 B8 8 B250X450 200 No Message DCon2 325 708
Story1 B8 8 B250X450 675 No Message DCon2 325 441
Story1 B8 8 B250X450 1150 No Message DCon2 281 281
Story1 B8 8 B250X450 1625 No Message DCon2 230 230
Story1 B8 8 B250X450 2100 No Message DCon2 7 7
Story1 B9 9 B250X450 200 No Message DCon2 50 50
Story1 B9 9 B250X450 675 No Message DCon2 23 23
Story1 B9 9 B250X450 1150 No Message DCon2 23 23
Story1 B9 9 B250X450 1625 No Message DCon2 23 23
Story1 B9 9 B250X450 2100 No Message DCon2 10 10
Story1 B10 20 B250X400 125 No Message DCon2 45 45
Story1 B10 20 B250X400 506.3 No Message DCon2 12 12
Story1 B10 20 B250X400 887.5 No Message DCon2 12 12
Story1 B10 20 B250X400 1268.8 No Message DCon2 12 12
Story1 B10 20 B250X400 1650 No Message DCon2 1 1

33. Design Data 11/29/2020
Page 35 of 47
Table 6.8 - Concrete Beam Design Summary - ACI 318-14 (Part 2 of 3)
AsBotCombo
AsMinBot
mm2
AsBot
mm2
VCombo
VRebar
mm2/m
TLngCombo
TLngRebar
mm2
TTrnCombo
TTrnRebar
mm2/m
DCon2 32 32 DCon2 0 DCon2 0 DCon2 0
DCon2 69 69 DCon2 0 DCon2 0 DCon2 0
DCon2 75 75 DCon2 0 DCon2 0 DCon2 0
DCon2 75 75 DCon2 0 DCon2 0 DCon2 0
DCon2 50 50 DCon2 0 DCon2 0 DCon2 0
DCon2 3 3 DCon2 0 DCon2 0 DCon2 0
DCon2 34 34 DCon2 0 DCon2 0 DCon2 0
DCon2 118 118 DCon2 0 DCon2 0 DCon2 0
DCon2 154 154 DCon2 0 DCon2 0 DCon2 0
DCon2 154 154 DCon2 0 DCon2 0 DCon2 0
DCon2 143 143 DCon2 0 DCon2 0 DCon2 0
DCon2 83 83 DCon2 0 DCon2 0 DCon2 0
DCon2 26 26 DCon2 0 DCon2 0 DCon2 0
DCon2 35 35 DCon2 0 DCon2 0 DCon2 0
DCon2 75 75 DCon2 0 DCon2 0 DCon2 0
DCon2 75 75 DCon2 0 DCon2 0 DCon2 0
DCon2 68 68 DCon2 0 DCon2 0 DCon2 0
DCon2 13 13 DCon2 0 DCon2 0 DCon2 0
DCon2 12 12 DCon2 0 DCon2 0 DCon2 0
DCon2 34 34 DCon2 0 DCon2 0 DCon2 0
DCon2 63 63 DCon2 0 DCon2 0 DCon2 0
DCon2 63 63 DCon2 0 DCon2 0 DCon2 0
DCon2 61 61 DCon2 0 DCon2 0 DCon2 0
DCon2 28 28 DCon2 0 DCon2 0 DCon2 0
DCon2 0 0 DCon2 0 DCon2 0 DCon2 0
DCon2 78 78 DCon2 0 DCon2 0 DCon2 0
DCon2 126 126 DCon2 0 DCon2 0 DCon2 0
DCon2 126 126 DCon2 0 DCon2 0 DCon2 0
DCon2 143 143 DCon2 0 DCon2 0 DCon2 0
DCon2 141 141 DCon2 0 DCon2 0 DCon2 0
DCon2 0 0 DCon2 223.38 DCon2 0 DCon2 0
DCon2 325 325 DCon2 280.23 DCon2 0 DCon2 0
DCon2 325 325 DCon2 337.07 DCon2 0 DCon2 0
DCon2 325 325 DCon2 337.08 DCon2 0 DCon2 0
DCon2 325 325 DCon2 381.96 DCon2 0 DCon2 0
DCon2 325 641 DCon2 426.84 DCon2 0 DCon2 0
DCon2 283 283 DCon2 208.33 DCon2 0 DCon2 0
DCon2 140 140 DCon2 208.33 DCon2 0 DCon2 0
DCon2 140 140 DCon2 208.33 DCon2 0 DCon2 0
DCon2 140 140 DCon2 208.33 DCon2 0 DCon2 0
DCon2 140 140 DCon2 0 DCon2 0 DCon2 0
DCon2 0 0 DCon2 0 DCon2 0 DCon2 0
DCon2 0 0 DCon2 0 DCon2 0 DCon2 0
DCon2 140 140 DCon2 0 DCon2 0 DCon2 0
DCon2 140 140 DCon2 0 DCon2 0 DCon2 0
DCon2 140 140 DCon2 0 DCon2 0 DCon2 0
DCon2 140 140 DCon2 0 DCon2 0 DCon2 0
DCon2 140 140 DCon2 208.33 DCon2 0 DCon2 0
DCon2 140 140 DCon2 208.33 DCon2 0 DCon2 0
DCon2 283 283 DCon2 208.33 DCon2 0 DCon2 0
DCon2 193 193 DCon2 208.33 DCon2 0 DCon2 0
DCon2 96 96 DCon2 208.33 DCon2 0 DCon2 0
DCon2 96 96 DCon2 208.33 DCon2 0 DCon2 0

34. Design Data 11/29/2020
Page 36 of 47
AsBotCombo
AsMinBot
mm2
AsBot
mm2
VCombo
VRebar
mm2/m
TLngCombo
TLngRebar
mm2
TTrnCombo
TTrnRebar
mm2/m
DCon2 96 96 DCon2 0 DCon2 0 DCon2 0
DCon2 96 96 DCon2 0 DCon2 0 DCon2 0
DCon2 5 5 DCon2 0 DCon2 0 DCon2 0
DCon2 0 0 DCon2 0 DCon2 0 DCon2 0
DCon2 128 128 DCon2 0 DCon2 0 DCon2 0
DCon2 128 128 DCon2 0 DCon2 0 DCon2 0
DCon2 128 128 DCon2 0 DCon2 0 DCon2 0
DCon2 128 128 DCon2 0 DCon2 0 DCon2 0
DCon2 128 128 DCon2 208.33 DCon2 0 DCon2 0
DCon2 258 258 DCon2 208.33 DCon2 0 DCon2 0
DCon2 0 0 DCon2 0 DCon2 0 DCon2 0
DCon2 49 49 DCon2 0 DCon2 0 DCon2 0
DCon2 66 66 DCon2 0 DCon2 0 DCon2 0
DCon2 66 66 DCon2 0 DCon2 0 DCon2 0
DCon2 49 49 DCon2 0 DCon2 0 DCon2 0
DCon2 0 0 DCon2 0 DCon2 0 DCon2 0
DCon2 325 345 DCon2 208.33 DCon2 0 DCon2 0
DCon2 230 230 DCon2 208.33 DCon2 0 DCon2 0
DCon2 230 230 DCon2 208.33 DCon2 0 DCon2 0
DCon2 230 230 DCon2 208.33 DCon2 0 DCon2 0
DCon2 233 233 DCon2 208.33 DCon2 0 DCon2 0
DCon2 31 31 DCon2 0 DCon2 0 DCon2 0
DCon2 39 39 DCon2 0 DCon2 0 DCon2 0
DCon2 75 75 DCon2 0 DCon2 0 DCon2 0
DCon2 81 81 DCon2 0 DCon2 0 DCon2 0
DCon2 57 57 DCon2 0 DCon2 0 DCon2 0
DCon2 23 23 DCon2 0 DCon2 0 DCon2 0
DCon2 12 12 DCon2 0 DCon2 0 DCon2 0
DCon2 36 36 DCon2 0 DCon2 0 DCon2 0
DCon2 43 43 DCon2 0 DCon2 0 DCon2 0
DCon2 30 30 DCon2 0 DCon2 0 DCon2 0

35. Design Data 11/29/2020
Page 37 of 47
SKETCHES: -
PLAN & 3D ELEVATIONS:

36. Design Data 11/29/2020
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SHEAR FORCES IN BEAMS:

37. Design Data 11/29/2020
Page 39 of 47

38. Design Data 11/29/2020
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39. Design Data 11/29/2020
Page 41 of 47
BENDING MOMENTS :

40. Design Data 11/29/2020
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41. Design Data 11/29/2020
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42. Design Data 11/29/2020
Page 44 of 47
BASE REACTIONS :

43. Design Data 11/29/2020
Page 45 of 47
COLUMN – LONGITUDINAL REINFORCEMENT (mm2) :

44. Design Data 11/29/2020
Page 46 of 47
BEAM REINFORCEMENT:

45. Design Data 11/29/2020
Page 47 of 47
SLAB DESIGN:

46. Design Data 11/29/2020
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47. Design Data 11/29/2020
Page 49 of 47
Load Distribution of Two-way Slab on Beams:-
Slab Thickness 0.12 m
Finishes Thickness 0.08 m
Lx 1.90 m
Ly 2.13 m
Live load on Slab 5.00 KN/m2
Density of Concrete 25.00 Kn/m3
Density of Plain cement
concrete
24.000 KN/m3
Lx/Ly 0.894
Remarks:-
Dead wt of slab 3.000 KN/m2
tri. load dist(DL) 1.9 KN/m
tripo. load dist (DL) 2.09 KN/m
Say for Analysis for all sides 2.091 KN/m
Live Load 5.000 KN/m
tri. load dist(LL) 3.00 KN/m
tripo. load dist (LL) 3.48 KN/m
Say for Analysis for all sides 3.500 KN/m
finishes 1.500 KN/m
tri. load dist(finishes) 0.95 KN/m
tripo. load dist (finishes) 1.05 KN/m
Say for Analysis for all sides 1.045 KN/m