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User Report 1 Model File: COLUMN REINFORCEMENT, Revision 0

4/17/2017

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

6

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 Shell Sections

8

2.4 Reinforcement Sizes

8

2.5 Tendon Sections

8

3. Assignments 3.1 Frame Assignments

4. Loads

9 9 10

4.1 Load Patterns

10

4.2 Applied Loads

10

4.2.1 Point Loads

10

4.3 Load Cases

10

4.4 Load Combinations

10

5. Analysis Results

11

5.1 Structure Results

11

5.2 Story Results

11

5.3 Modal Results

12

6. Design Data 6.1 Concrete Frame Design

13 13

List of Tables Table 1.1 Story Data

5

Table 1.2 Grid Systems

5

Table 1.3 Grid Lines

5

Table 1.4 Joint Coordinates Data

5

Table 1.5 Column Connectivity Data

6

Table 1.6 Beam Connectivity Data

6

Table 1.7 Floor Connectivity Data

6

Table 1.8 Mass Source

6

Table 1.9 Centers of Mass and Rigidity

6

Table 1.10 Mass Summary by Diaphragm

6

Table 1.11 Mass Summary by Story

7

Table 1.12 Group Definitions

7

Table 2.1 Material Properties - Summary

8

Table 2.2 Frame Sections - Summary

8

Table 2.3 Shell Sections - Summary

8

Table 2.4 Reinforcing Bar Sizes

8

Table 2.5 Tendon Section Properties

8

Table 3.1 Frame Assignments - Summary

9

Table 4.1 Load Patterns

10

Table 4.2 Joint Loads - Force

10

Table 4.3 Load Cases - Summary

10

Table 4.4 Load Combinations

10

Table 5.1 Base Reactions

11

Table 5.2 Centers of Mass and Rigidity

11

Table 5.3 Diaphragm Center of Mass Displacements

11

Table 5.4 Story Max/Avg Displacements

11

Table 5.5 Story Drifts

11

Table 5.6 Story Forces

11

Table 5.7 Modal Periods and Frequencies

12

Table 5.8 Modal Participating Mass Ratios

12

Table 5.9 Modal Load Participation Ratios

12

Table 5.10 Modal Direction Factors

12

Table 6.1 Concrete Frame Preferences - ACI 318-14

13

Table 6.2 Concrete Column Overwrites - ACI 318-14

13

Table 6.3 Concrete Column PMM Envelope

13

Table 6.4 Concrete Column Shear Envelope

13

Table 6.5 Concrete Joint Envelope

13

Table 6.6 Concrete Column Summary - ACI 318-14

14

Table 6.7 Concrete Joint Summary - ACI 318-14

14

Structure Data

4/17/2017

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 Data Elevation Master Similar To mm Story

Name

Height mm

Splice Story

Story1

3000

3000

Yes

None

No

Base

0

0

No

None

No

1.2 Grid Data Table 1.2 - Grid Systems Name

Type

Story Range

X Origin m

Y Origin m

Rotation deg

Bubble Size mm

Color

G1

Cartesian

Default

0

0

0

1250

ffa0a0a0

Grid System

Grid Direction

Grid ID

Visible

G1

X

A

Yes

End

0

G1

X

B

Yes

End

8

G1

Y

1

Yes

Start

0

G1

Y

2

Yes

Start

8

Table 1.3 - Grid Lines Bubble Ordinate Location m

1.3 Point Coordinates Table 1.4 - Joint Coordinates Data X Y ΔZ Below Label mm mm mm 1

0

0

0

2

0

8000

0

3

8000

0

0

4

8000

8000

0

5

-150

-150

0

6

8150

-150

0

7

8150

8150

0

8

-150

8150

0

11

-150

0

0

12

8150

0

0

13

-150

4000

0

14

8150

4000

0

15

-150

8000

0

16

8150

8000

0

19

0

-150

0

20

0

8150

0

21

4000

-150

0

22

4000

8150

0

23

8000

-150

0

24

8000

8150

0

1.4 Line Connectivity Table 1.5 - Column Connectivity Data

Page 5 of 25

Structure Data

4/17/2017

Column

I-End Point

J-End Point

I-End Story

C1

1

1

Below

C2

2

2

Below

C3

3

3

Below

C4

4

4

Below

Table 1.6 - Beam Connectivity Data I-End J-End Curve Beam Point Point Type B1

1

3

None

B2

2

4

None

B3

1

2

None

B4

3

4

None

1.5 Area Connectivity Table 1.7 - Floor Connectivity Data Number Edge Point 1 Point 2 of Edges Number

Floor F1

4

Curve Type

1

5

6

None

2

6

7

None

3

7

8

None

4

8

5

None

1.6 Mass Table 1.8 - Mass Source

Story

Name

Include Elements

Include Added Mass

MsSrc1

Yes

Yes

Diaphrag Mass X m kg

Story1

D1

39792.55

Story Story1

Include Loads

Include Lateral

Include Vertical

Lump at Stories

IsDefault

No

Yes

No

Yes

Yes

Table 1.9 - Centers of Mass and Rigidity Cumulati Cumulati Mass Y XCM YCM XCCM ve X ve Y kg m m m kg kg 39792.55

4

4

39792.55

39792.55

4

Table 1.10 - Mass Summary by Diaphragm Mass X Mass Diaphrag Mass X Mass Y Moment Center of Inertia m kg kg m ton-m² D1

39792.55

39792.55

790.6139

4

Table 1.11 - Mass Summary by Story UX UY UZ Story kg kg kg Story1

39792.55

39792.55

0

Base

2027.34

2027.34

0

1.7 Groups Table 1.12 - Group Definitions Name Color All

Yellow

Page 6 of 25

YCCM m 4

Y Mass Center m 4

XCR m

YCR m

Properties

4/17/2017

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

Name

Table 2.1 - Material Properties - Summary Unit E Weight ν Type Design Strengths MPa kN/m³

4000Psi

Concrete

24855.58

0.2

23.5631

A416Gr270

Tendon

196500.6

0

76.9729

A615Gr60

Rebar

199947.98

0.3

76.9729

Fc=27.58 MPa Fy=1689.91 MPa, Fu=1861.58 MPa Fy=413.69 MPa, Fu=620.53 MPa

2.2 Frame Sections Table 2.2 - Frame Sections - Summary Name Material Shape ConcBm

4000Psi

ConcCol

4000Psi

Concrete Rectangular Concrete Rectangular

2.3 Shell Sections Table 2.3 - Shell Sections - Summary Name

Design Type

Element Type

Ribbed1

Slab

Shell-Thin

Total Material Thickness mm 4000Psi

2.4 Reinforcement Sizes Table 2.4 - Reinforcing Bar Sizes Area Diameter Name mm² mm 18

18

255

2.5 Tendon Sections Table 2.5 - Tendon Section Properties StrandAre a Name Material Color mm² Tendon1

A416Gr270

99

Page 7 of 25

Aqua

100

Assignments

4/17/2017

3 Assignments This chapter provides a listing of the assignments applied to the model. 3.1 Frame Assignments Table 3.1 - Frame Assignments - Summary Story

Label

Unique Name

Story1

C2

2

Design Type

Length mm

Analysis Section

Design Section

Column

3000

ConcCol

ConcCol

Page 8 of 25

Max Station Spacing mm

Min Number Stations 3

Loads

4/17/2017

4 Loads This chapter provides loading information as applied to the model. 4.1 Load Patterns Table 4.1 - Load Patterns Self Name Type Weight Multiplier Dead

Dead

1

Live

Live

0

4.2 Applied Loads 4.2.1 Point Loads

Story

Label

Unique Name

Story1

4

8

Load Pattern Dead

Table 4.2 - Joint Loads - Force FX FY FZ MX kN kN kN kN-m 0

0

-1500

MY kN-m

MZ kN-m

XDim mm

YDim mm

0

0

0

0

0

4.3 Load Cases Table 4.3 - Load Cases - Summary Name Type Dead

Linear Static

Live

Linear Static

4.4 Load Combinations

Name

Table 4.4 - Load Combinations Load Scale Case/Com Type Factor bo

Auto

DCon1

Dead

1.4

Linear Add

Yes

DCon2

Dead

1.2

Linear Add

Yes

DCon2

Live

1.6

Page 9 of 25

No

Analysis Results

4/17/2017

5 Analysis Results This chapter provides analysis results. 5.1 Structure Results Table 5.1 - Base Reactions Load Case/Com bo

FX kN

FY kN

FZ kN

Dead

0

0

1910.113

Live

0

0

0

DCon1

0

0

DCon2

0

0

Story Story1

Diaphrag Mass X m kg D1

Story

39792.55

MX kN-m

MY kN-m

MZ kN-m

X m

Y m

Z m

0

0

0

0

0

0

0

0

2674.1582 19096.6329 -19096.6329

0

0

0

0

2292.1356 16368.5425 -16368.5425

0

0

0

0

13640.4521 -13640.4521 0

0

Table 5.2 - Centers of Mass and Rigidity Cumulati Cumulati Mass Y XCM YCM XCCM ve X ve Y kg m m m kg kg 39792.55

4

4

39792.55

39792.55

4

YCCM m

XCR m

YCR m

4

Table 5.3 - Diaphragm Center of Mass Displacements Load Diaphrag UX UY RZ X Case/Com Point m mm mm rad m bo

Y m

Z m

Story1

D1

Dead

0.241

0.241

-4E-06

13

4

4

3

Story1

D1

Live

0

0

0

13

4

4

3

Story1

D1

DCon1

0.338

0.338

-5E-06

13

4

4

3

Story1

D1

DCon2

0.29

0.29

-4E-06

13

4

4

3

5.2 Story Results

Story

Table 5.4 - Story Max/Avg Displacements Load Maximum Average Case/Com Direction mm mm bo

Ratio

Story1

Dead

X

0.256

0.241

1.062

Story1

Dead

Y

0.256

0.241

1.062

Story1

DCon1

X

0.359

0.338

1.062

Story1

DCon1

Y

0.359

0.338

1.062

Story1

DCon2

X

0.308

0.29

1.062

Story1

DCon2

Y

0.308

0.29

1.062

Table 5.5 - Story Drifts Story

Load Case/Com Direction bo

Drift

Label

X m

Y m

Z m

Story1

Dead

X

8.5E-05

4

8

8

3

Story1

Dead

Y

8.5E-05

2

0

8

3

Story1

DCon1

X

0.00012

4

8

8

3

Story1

DCon1

Y

0.00012

2

0

8

3

Story1

DCon2

X

0.000103

4

8

8

3

Story1

DCon2

Y

0.000103

2

0

8

3

Table 5.6 - Story Forces Story Story1

Load Case/Com Location bo Dead

Top

P kN

VX kN

VY kN

T kN-m

1870.3503

0

0

0

Page 10 of 25

MX kN-m

MY kN-m

13481.401 -13481.401

Analysis Results

Story

4/17/2017 Load Case/Com Location bo

P kN

VX kN

VY kN

T kN-m

MX kN-m

MY kN-m

Story1

Dead

Bottom

1910.113

0

0

0

Story1

Live

Top

0

0

0

0

13640.4521 -13640.4521 0

0

Story1

Live

Bottom

0

0

0

0

0

0

Story1

DCon1

Top

2618.4904

0

0

0

18873.9614 -18873.9614

Story1

DCon1

Bottom

2674.1582

0

0

0

19096.6329 -19096.6329

Story1

DCon2

Top

2244.4203

0

0

0

16177.6812 -16177.6812

Story1

DCon2

Bottom

2292.1356

0

0

0

16368.5425 -16368.5425

5.3 Modal Results

Case

Table 5.7 - Modal Periods and Frequencies Circular Eigenvalu Frequenc Period Frequenc e Mode y sec y rad²/sec² cyc/sec rad/sec

Modal

1

0.365

2.743

17.2342

Modal

2

0.341

2.934

18.4323

297.0188 339.75

Modal

3

0.276

3.62

22.7432

517.2519

Table 5.8 - Modal Participating Mass Ratios (Part 1 of 2) Period UX UY UZ Sum UX Sum UY sec

Case

Mode

Modal

1

0.365

0

1

0

0

1

0

Modal

2

0.341

1

0

0

1

1

0

Modal

3

0.276

0

0

0

1

1

0

Table 5.8 - Modal Participating Mass Ratios (Part 2 of 2) Mode RX RY RZ Sum RX Sum RY

Case

Sum UZ

Sum RZ

Modal

1

1

0

0

1

0

0

Modal

2

0

1

0

1

1

0

Modal

3

0

0

1

1

1

1

Table 5.9 - Modal Load Participation Ratios Static Dynamic Case Item Type Item % %

Case

Modal

Acceleration

UX

100

100

Modal

Acceleration

UY

100

100

Modal

Acceleration

UZ

0

0

Table 5.10 - Modal Direction Factors Period Mode UX UY UZ sec

RZ

Modal

1

0.365

0

1

0

0

Modal

2

0.341

1

0

0

0

Modal

3

0.276

0

0

0

1

Page 11 of 25

4/17/2017

6 Design Data This chapter provides design data and results. 6.1 Concrete Frame Design Table 6.1 - Concrete Frame Preferences - ACI 318-14 Item Value Multi-Response Step-by-Step Design All Seismic Design D Category # Interaction 24 Curves # Interaction Points 11 Minimum Yes Eccentricity Phi (Tension) 0.9 Phi (Compression 0.65 Tied) Phi (Compression 0.75 Spiral) Phi (Shear and 0.85 Torsion) Phi (Shear 0.6 Seismic) Phi (Shear Joint) 0.85 Pattern Live Load 0.75 Factor D/C Ratio Limit 1

Story

Label

Story1

C2

Table 6.2 - Concrete Column Overwrites - ACI 318-14 (Part 1 of 2) Unique Design Design CmMajo CmMino DnsMajo LLRF LMajor LMinor KMajor KMinor Name Type Section r r r 2

Program 0.800843 0.833333 0.833333 Determined

Column

1

1

1

1

1

Table 6.2 - Concrete Column Overwrites - ACI 318-14 (Part 2 of 2) Unique Story Label DnsMinor DsMajor DsMinor Name Story1

C2

2

1

1

1

Table 6.3 - Concrete Column PMM Envelope Location

P kN

M Major kN-m

M Minor kN-m

PMM Combo

PMM Ratio or Rebar %

ConcCol

Top

114.8204

31.5549

-59.6984

DCon2

1%

ConcCol

Bottom

124.7611

-3.3049

0

DCon2

1%

Label

Story

Section

C2

Story1

C2

Story1

Table 6.4 - Concrete Column Shear Envelope At Major V Minor V Major Major Section Location mm²/m kN Combo kN

Minor Combo

At Minor mm²/m

Label

Story

C2

Story1

ConcCol

Top

12.622

0

23.8794

0

C2

Story1

ConcCol

Bottom

12.622

0

23.8794

0

Label

Story

C2

Story1

Table 6.5 - Concrete Joint Envelope B/C Major B/C Major B/C Minor B/C Minor JS Major JS Major JS Minor JS Minor Section Combo Ratio Combo Ratio Combo Ratio Combo Ratio ConcCol

Table 6.6 - Concrete Column Summary - ACI 318-14 (Part 1 of 2)

Page 12 of 25

4/17/2017

Story

Label

Unique Name

Story1

C2

Story1

C2

Story1

C2

PMM Combo

As,min mm²

As mm²

No Message

DCon2

1406

1406

No Message

DCon2

1406

1406

No Message

DCon2

1406

1406

Station mm

Design Section

Design/Ch eck

Status

2

0

ConcCol

Design

2

1250

ConcCol

Design

2

2500

ConcCol

Design

PMM Ratio

Table 6.6 - Concrete Column Summary - ACI 318-14 (Part 2 of 2) Mid Bar Corner At V At V Unique Station V Major V Minor As Bar As Major Minor Warnings Errors Name mm Combo Combo mm² mm² mm²/m mm²/m

Story

Label

Story1

C2

2

0

117

117

DCon2

0

DCon2

0

Story1

C2

2

1250

117

117

DCon2

0

DCon2

0

Story1

C2

2

2500

117

117

DCon2

0

DCon2

0

Story Story1

Story Story1

No Message No Message No Message

Table 6.7 - Concrete Joint Summary - ACI 318-14 (Part 1 of 2) Unique Design B/C Major B/C Major B/C Minor B/C Minor Label Status Name Section Combo Ratio Combo Ratio C2

2

ConcCol

Joint check not done.

Table 6.7 - Concrete Joint Summary - ACI 318-14 (Part 2 of 2) Unique JS Major JS Major JS Minor JS Minor Label Warnings Name Combo Ratio Combo Ratio C2

2

Errors

No Message No Message

Page 13 of 25

No Message No Message No Message

4/17/2017

ETABS 2016 Concrete Frame Design ACI 318-14 Column Section Design

Column Element Details (Envelope) Unique Length Element Section ID LLRF Name (mm)

Level Story1

C1

1

3000

375

375

60

27.3

Material Properties Lt.Wt Factor f'c (MPa) fy (MPa) (Unitless)

24855.58

Sway Special

0.801

Section Properties Cover (Torsion) h (mm) dc (mm) (mm)

b (mm)

Ec (MPa)

ConcCol

Type

27.58

1

413.69

fys (MPa) 413.69

Design Code Parameters ΦT

ΦCTied

ΦCSpiral

ΦVns

ΦVs

ΦVjoint

0.9

0.65

0.75

0.85

0.6

0.85

Longitudinal Reinforcement Design for Pu - Mu2 - Mu3 Interaction Rebar Column Rebar Area End % mm² Top

1406

1

Bottom

1406

1

Design Axial Force & Biaxial Moment for Pu - Mu2 - Mu3 Interaction Design Design Station Column Design Pu Controlling Mu2 Mu3 Loc End kN Combo kN-m kN-m mm kN

kN-m

kN-m

mm

Top

111.366

55.5044

27.3609

2500

DCon2

Bottom

121.3067

0

3.2134

0

DCon2

Shear Reinforcement for Major Shear, Vu2 Rebar Av Design Station Column Controlling /s Vu2 Loc End Combo mm²/m kN mm Top

0

12.7684

2500

DCon1

Bottom

0

12.7684

0

DCon1

Shear Reinforcement for Minor Shear, Vu3 Rebar Av Design Station Column Controlling /s Vu3 Loc End Combo mm²/m kN mm Top

0

25.902

2500

DCon1

Bottom

0

25.902

0

DCon1

Page 14 of 25

4/17/2017

ETABS 2016 Concrete Frame Design ACI 318-14 Column Section Design

Column Element Details (Envelope) Unique Length Element Section ID LLRF Name (mm)

Level Story1

C2

2

3000

375

375

60

27.3

Material Properties Lt.Wt Factor f'c (MPa) fy (MPa) (Unitless)

24855.58

Sway Special

0.801

Section Properties Cover (Torsion) h (mm) dc (mm) (mm)

b (mm)

Ec (MPa)

ConcCol

Type

27.58

1

413.69

fys (MPa) 413.69

Design Code Parameters ΦT

ΦCTied

ΦCSpiral

ΦVns

ΦVs

ΦVjoint

0.9

0.65

0.75

0.85

0.6

0.85

Longitudinal Reinforcement Design for Pu - Mu2 - Mu3 Interaction Rebar Column Rebar Area End % mm² Top

1406

1

Bottom

1406

1

Design Axial Force & Biaxial Moment for Pu - Mu2 - Mu3 Interaction Design Design Station Column Design Pu Controlling Mu2 Mu3 Loc End kN Combo kN-m kN-m mm kN

kN-m

kN-m

mm

Top

114.8204

-59.6984

31.5549

2500

DCon2

Bottom

124.7611

0

-3.3049

0

DCon2

Shear Reinforcement for Major Shear, Vu2 Rebar Av Design Station Column Controlling /s Vu2 Loc End Combo mm²/m kN mm Top

0

14.7256

2500

DCon1

Bottom

0

14.7256

0

DCon1

Shear Reinforcement for Minor Shear, Vu3 Rebar Av Design Station Column Controlling /s Vu3 Loc End Combo mm²/m kN mm Top

0

27.8593

2500

DCon1

Bottom

0

27.8593

0

DCon1

Page 15 of 25

4/17/2017

ETABS 2016 Concrete Frame Design ACI 318-14 Column Section Design

Column Element Details (Envelope) Unique Length Element Section ID LLRF Name (mm)

Level Story1

C3

3

3000

375

375

60

27.3

Material Properties Lt.Wt Factor f'c (MPa) fy (MPa) (Unitless)

24855.58

Sway Special

0.801

Section Properties Cover (Torsion) h (mm) dc (mm) (mm)

b (mm)

Ec (MPa)

ConcCol

Type

27.58

1

413.69

fys (MPa) 413.69

Design Code Parameters ΦT

ΦCTied

ΦCSpiral

ΦVns

ΦVs

ΦVjoint

0.9

0.65

0.75

0.85

0.6

0.85

Longitudinal Reinforcement Design for Pu - Mu2 - Mu3 Interaction Rebar Column Rebar Area End % mm² Top

1406

1

Bottom

1406

1

Design Axial Force & Biaxial Moment for Pu - Mu2 - Mu3 Interaction Design Design Station Column Design Pu Controlling Mu2 Mu3 Loc End kN Combo kN-m kN-m mm kN

kN-m

kN-m

mm

Top

114.8204

59.6984

-31.5549

2500

DCon2

Bottom

124.7611

0

3.3049

0

DCon2

Shear Reinforcement for Major Shear, Vu2 Rebar Av Design Station Column Controlling /s Vu2 Loc End Combo mm²/m kN mm Top

0

14.7256

2500

DCon1

Bottom

0

14.7256

0

DCon1

Shear Reinforcement for Minor Shear, Vu3 Rebar Av Design Station Column Controlling /s Vu3 Loc End Combo mm²/m kN mm Top

0

27.8593

2500

DCon1

Bottom

0

27.8593

0

DCon1

Page 16 of 25

4/17/2017

ETABS 2016 Concrete Frame Design ACI 318-14 Column Section Design

Column Element Details (Envelope) Unique Length Element Section ID LLRF Name (mm)

Level Story1

C4

4

3000

375

375

60

27.3

Material Properties Lt.Wt Factor f'c (MPa) fy (MPa) (Unitless)

24855.58

Sway Special

0.801

Section Properties Cover (Torsion) h (mm) dc (mm) (mm)

b (mm)

Ec (MPa)

ConcCol

Type

27.58

1

413.69

fys (MPa) 413.69

Design Code Parameters ΦT

ΦCTied

ΦCSpiral

ΦVns

ΦVs

ΦVjoint

0.9

0.65

0.75

0.85

0.6

0.85

Longitudinal Reinforcement Design for Pu - Mu2 - Mu3 Interaction Rebar Column Rebar Area End % mm² Top

3474

2.47

Bottom

2678

1.9

Design Axial Force & Biaxial Moment for Pu - Mu2 - Mu3 Interaction Design Design Station Column Design Pu Controlling Mu2 Mu3 Loc End kN Combo kN-m kN-m mm kN

kN-m

kN-m

mm

Top

2229.927

-64.7551

-59.0708

2500

DCon1

Bottom

2241.5245

0

59.378

0

DCon1

Shear Reinforcement for Major Shear, Vu2 Rebar Av Design Station Column Controlling /s Vu2 Loc End Combo mm²/m kN mm Top

0

12.7684

2500

DCon1

Bottom

0

12.7684

0

DCon1

Shear Reinforcement for Minor Shear, Vu3 Rebar Av Design Station Column Controlling /s Vu3 Loc End Combo mm²/m kN mm Top

0

25.902

2500

DCon1

Bottom

0

25.902

0

DCon1

Page 17 of 25

4/17/2017

ETABS 2016 Concrete Frame Design ACI 318-14 Beam Section Design

Beam Element Details (Envelope) Unique Length Element Section ID LLRF Name (mm)

Level Story1

B1

5

ConcBm

8000

Type Sway Special

1

Section Properties b (mm)

h (mm)

bf (mm)

ds (mm)

dct (mm)

dcb (mm)

375

500

375

0

60

60

Material Properties Lt.Wt Factor f'c (MPa) fy (MPa) (Unitless)

Ec (MPa) 24855.58

27.58

1

fys (MPa)

413.69

413.69

Design Code Parameters ΦT

ΦCTied

ΦCSpiral

ΦVns

ΦVs

ΦVjoint

0.9

0.65

0.75

0.75

0.6

0.85

Flexural Reinforcement for Major Axis Moment, Mu3 End-I Middle End-J End-I Middle Rebar Rebar Rebar Rebar Rebar Area Area Area % % mm² mm² mm² Top (+2 Axis) Bot (-2 Axis)

116

0.06

39

0.02

155

0.08

234

0.12

401

0.21

213

0.11

End-I Design Mu kN-m Top (+2 Axis) Combo

End-J Rebar %

-14.1475

Flexural Design Moment, Mu3 End-I Middle End-J Middle End-J Station Station Station Design Mu Design Mu Loc Loc Loc kN-m kN-m mm mm mm 187.5

-4.7245

1826.2

48.5223

DCon1

Bot (-2 Axis)

28.4481

Combo

DCon1

5778.6

-18.8979

3802.4

25.9973

DCon1

7812.5

DCon1

DCon1

6173.8

DCon1

Shear Reinforcement for Major Shear, Vu2 End-I Middle End-J Rebar Av Rebar Av Rebar Av /s /s /s mm²/m mm²/m mm²/m 0

End-I Design Vu kN

0

0

Design Shear Force for Major Shear, Vu2 End-I Middle Middle End-J Station Station Design Vu Design Vu Loc Loc kN kN mm mm

Page 18 of 25

End-J Station Loc mm

4/17/2017

End-I Design Vu kN

End-I Station Loc mm

31.242

187.5

DCon1

Middle Design Vu kN

Middle Station Loc mm

End-J Design Vu kN

End-J Station Loc mm

0.0166

5778.6

32.7628

7812.5

DCon1

DCon1

Torsion Reinforcement Shear Longitudi Rebar At nal /s Rebar Al mm²/m mm² 0

0

Design Torsion Force Station Station Design Tu Design Tu Loc Loc kN-m kN-m mm mm 5.8426 DCon1

1035.7

5.8426 DCon1

Page 19 of 25

1035.7

4/17/2017

ETABS 2016 Concrete Frame Design ACI 318-14 Beam Section Design

Beam Element Details (Envelope) Unique Length Element Section ID LLRF Name (mm)

Level Story1

B2

6

ConcBm

8000

Type Sway Special

1

Section Properties b (mm)

h (mm)

bf (mm)

ds (mm)

dct (mm)

dcb (mm)

375

500

375

0

60

60

Material Properties Lt.Wt Factor f'c (MPa) fy (MPa) (Unitless)

Ec (MPa) 24855.58

27.58

1

fys (MPa)

413.69

413.69

Design Code Parameters ΦT

ΦCTied

ΦCSpiral

ΦVns

ΦVs

ΦVjoint

0.9

0.65

0.75

0.75

0.6

0.85

Flexural Reinforcement for Major Axis Moment, Mu3 End-I Middle End-J End-I Middle Rebar Rebar Rebar Rebar Rebar Area Area Area % % mm² mm² mm² Top (+2 Axis) Bot (-2 Axis)

155

0.08

39

0.02

116

0.06

213

0.11

401

0.21

234

0.12

End-I Design Mu kN-m Top (+2 Axis) Combo

End-J Rebar %

-18.8979

Flexural Design Moment, Mu3 End-I Middle End-J Middle End-J Station Station Station Design Mu Design Mu Loc Loc Loc kN-m kN-m mm mm mm 187.5

-4.7245

1826.2

48.5223

DCon1

Bot (-2 Axis)

25.9974

Combo

DCon1

5778.6

-14.1475

4197.6

28.4481

DCon1

7812.5

DCon1

DCon1

6173.8

DCon1

Shear Reinforcement for Major Shear, Vu2 End-I Middle End-J Rebar Av Rebar Av Rebar Av /s /s /s mm²/m mm²/m mm²/m 0

End-I Design Vu kN

0

0

Design Shear Force for Major Shear, Vu2 End-I Middle Middle End-J Station Station Design Vu Design Vu Loc Loc kN kN mm mm

Page 20 of 25

End-J Station Loc mm

4/17/2017

End-I Design Vu kN

End-I Station Loc mm

32.7628

187.5

DCon1

Middle Design Vu kN

Middle Station Loc mm

0.0166

2221.4

End-J Design Vu kN

End-J Station Loc mm

31.242

7812.5

DCon1

DCon1

Torsion Reinforcement Shear Longitudi Rebar At nal /s Rebar Al mm²/m mm² 0

0

Design Torsion Force Station Station Design Tu Design Tu Loc Loc kN-m kN-m mm mm 5.8426 DCon1

7812.5

5.8426 DCon1

Page 21 of 25

7812.5

4/17/2017

ETABS 2016 Concrete Frame Design ACI 318-14 Beam Section Design

Beam Element Details (Envelope) Unique Length Element Section ID LLRF Name (mm)

Level Story1

B3

7

ConcBm

8000

Type Sway Special

0.913

Section Properties b (mm)

h (mm)

bf (mm)

ds (mm)

dct (mm)

dcb (mm)

375

500

375

0

60

60

Material Properties Lt.Wt Factor f'c (MPa) fy (MPa) (Unitless)

Ec (MPa) 24855.58

27.58

1

fys (MPa)

413.69

413.69

Design Code Parameters ΦT

ΦCTied

ΦCSpiral

ΦVns

ΦVs

ΦVjoint

0.9

0.65

0.75

0.75

0.6

0.85

Flexural Reinforcement for Major Axis Moment, Mu3 End-I Middle End-J End-I Middle Rebar Rebar Rebar Rebar Rebar Area Area Area % % mm² mm² mm² Top (+2 Axis) Bot (-2 Axis)

458

0.24

127

0.07

515

0.27

465

0.25

699

0.37

435

0.23

End-I Design Mu kN-m Top (+2 Axis) Combo

End-J Rebar %

-55.2559

Flexural Design Moment, Mu3 End-I Middle End-J Middle End-J Station Station Station Design Mu Design Mu Loc Loc Loc kN-m kN-m mm mm mm 187.5

-15.4775

1826.2

110.217

DCon1

Bot (-2 Axis)

56.0821

Combo

DCon1

5778.6

-61.9102

3802.4

52.5628

DCon1

7812.5

DCon1

DCon1

6173.8

DCon1

Shear Reinforcement for Major Shear, Vu2 End-I Middle End-J Rebar Av Rebar Av Rebar Av /s /s /s mm²/m mm²/m mm²/m 312.5

End-I Design Vu kN

0

312.5

Design Shear Force for Major Shear, Vu2 End-I Middle Middle End-J Station Station Design Vu Design Vu Loc Loc kN kN mm mm

Page 22 of 25

End-J Station Loc mm

4/17/2017

End-I Design Vu kN

End-I Station Loc mm

65.0991

1035.7

DCon2

Middle Design Vu kN

Middle Station Loc mm

End-J Design Vu kN

End-J Station Loc mm

0.053

5778.6

71.3269

7812.5

DCon1

DCon2

Torsion Reinforcement Shear Longitudi Rebar At nal /s Rebar Al mm²/m mm² 0

0

Design Torsion Force Station Station Design Tu Design Tu Loc Loc kN-m kN-m mm mm 11.2344 DCon1

1035.7

11.2344 DCon1

Page 23 of 25

1035.7

Design Data

4/17/2017

ETABS 2016 Concrete Frame Design ACI 318-14 Beam Section Design

Beam Element Details (Envelope) Unique Length Element Section ID LLRF Name (mm)

Level Story1

B4

8

ConcBm

8000

Type Sway Special

0.913

Section Properties b (mm)

h (mm)

bf (mm)

ds (mm)

dct (mm)

dcb (mm)

375

500

375

0

60

60

Material Properties Lt.Wt Factor f'c (MPa) fy (MPa) (Unitless)

Ec (MPa) 24855.58

27.58

1

fys (MPa)

413.69

413.69

Design Code Parameters ΦT

ΦCTied

ΦCSpiral

ΦVns

ΦVs

ΦVjoint

0.9

0.65

0.75

0.75

0.6

0.85

Flexural Reinforcement for Major Axis Moment, Mu3 End-I Middle End-J End-I Middle Rebar Rebar Rebar Rebar Rebar Area Area Area % % mm² mm² mm² Top (+2 Axis) Bot (-2 Axis)

515

0.27

127

0.07

458

0.24

435

0.23

699

0.37

465

0.25

End-I Design Mu kN-m Top (+2 Axis) Combo

End-J Rebar %

-61.9102

Flexural Design Moment, Mu3 End-I Middle End-J Middle End-J Station Station Station Design Mu Design Mu Loc Loc Loc kN-m kN-m mm mm mm 187.5

-15.4775

1826.2

110.217

DCon1

Bot (-2 Axis)

52.5628

Combo

DCon1

5778.6

-55.2559

4197.6

56.0821

DCon1

7812.5

DCon1

DCon1

6173.8

DCon1

Shear Reinforcement for Major Shear, Vu2 End-I Middle End-J Rebar Av Rebar Av Rebar Av /s /s /s mm²/m mm²/m mm²/m 312.5

End-I Design Vu kN

0

312.5

Design Shear Force for Major Shear, Vu2 End-I Middle Middle End-J Station Station Design Vu Design Vu Loc Loc kN kN mm mm

Page 24 of 25

End-J Station Loc mm

Design Data

4/17/2017

End-I Design Vu kN

End-I Station Loc mm

66.83

1035.7

DCon2

Middle Design Vu kN

Middle Station Loc mm

End-J Design Vu kN

End-J Station Loc mm

0.053

2221.4

69.5961

7812.5

DCon1

DCon2

Torsion Reinforcement Shear Longitudi Rebar At nal /s Rebar Al mm²/m mm² 0

0

Design Torsion Force Station Station Design Tu Design Tu Loc Loc kN-m kN-m mm mm 11.2344 DCon1

7812.5

11.2344 DCon1

Page 25 of 25

7812.5