Sample Report in ETABS

 

 

User Repo Report rt 1 Model File: COLUMN REINFORCEMENT, Revision 0 4/17/2017

 

Table Ta ble of Contents Content s 1. Structure Data

5

1.1 Story Data

5

1.2 Grid Data

5

1.3 Point Coordinates 1.4 Line Connectivity

5 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

 

Listt of Tables Lis ables 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 Table 2.4 Reinforcing Bar Sizes

8 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 Struct ure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity. 1.1 Story Data

Name

Table 1.1 - Story Data Elevation Master

Height mm

Similar To

Splice Story

Story1

3000

3000

mm

Story Yes

None

Base

0

0

No

None

No

No

1.2 Grid Data Table 1.2 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

Table 1.3 - Grid Grid Lines Grid System

Grid Direction

Grid ID

Visible

Bubble Location

Ordinate m

G1

X

A

Yes

End

0

G1

X

B

Yes

End

8

G1

Y

1

Yes

Start

0

G1

Y

2

Yes

Start

8

1.3 Point Coordinates Table 1.4 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 8

8150 -150

8150 8150

0 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 Connectivit Connectivit y Table 1.5 1.5 - Column Connecti vit y 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 Connectiv ity Data Beam

I-End Point

J-End Point

Curve Type

B1

1

3

None

B2

2

4

None

B3

1

2

None

B4

3

4

None

1.5 Area Connectivity Table 1.7 1.7 - Floor Connectiv ity 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  Ad ded Mass

Include Loads

Include Lateral

Include Vertical

Lump at Stories

IsDefault

MsSrc1

Yes

Yes

No

Yes

No

Yes

Yes

Diaphrag Mass X m kg

Story1

D1

39792.55

Story Story1

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

4

4

39792.55

39792.55

XCCM m

YCCM m

4

4

Table 1.10 1.10 - Ma Mass ss Summ ary by Diaphragm Mass X Mass Moment Diaphrag Mass X Mass Y Center of Inertia m kg kg m ton-m²  D1

39792.55

39792.55

790.6139

4

Table 1.11 1.11 - Ma Mass ss Summ ary 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 1.12 - Group Definit ions Name

Color

 All

Yellow

Page 6 of 25

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 2.1 - Mate Material rial Propert ies - Summary Unit E Weight ν  Type Design Design Stre Strengths ngths MPa ³ kN/m  

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 Frame Sections Table 2.2 2.2 - Frame Se Sectio ctio ns - Summ ary Name

Material

ConcBm

4000Psi

ConcCol

4000Psi

Shape Concrete Rectangular Concrete Rectangular

2.3 Shell Sections Table 2.3 2.3 - Shell Sections - Summary Name

Design Type

Element Type

Ribbed1

Slab

Shell-Thin

Total Material Thickness mm 4000Psi

2.4 Reinfor Reinfor cement Sizes Table 2.4 2.4 - Reinforci ng Bar Sizes  Ar ea Diameter Name mm ²  mm 18

18

255

2.5 Tendon Sections Table 2.5 2.5 - Tendon Section Pro perties StrandAre a Name Material Color mm ²  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 3.1 - Frame Assignment s - Summary Story Story1

Label C2

Unique

Design

Length

 An alysi aly si s

Design

Name

Type

mm

Section

Section

2

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 Patterns Self Name Type Weight Dead

Dead

Live

Live

Multiplier 1

0

4.2 Applied Loads 4.2.1 4.2.1 Point Loads

Story

Label

Unique Name

Story1

4

8

Load Pattern Dead

Table 4.2 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 4.4 - Load Combination s 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 Result Result s This chapter provides analysis results. 5.1 Structure Results Table 5.1 - Base Reaction Reaction s Load Case/Com

FX kN

bo

Story Story1

FY kN

FZ kN

Dead

0

0

1910.113

Live

0

0

0

MX kN-m

MY kN-m

MZ kN-m

13640.4521 -13640.4521 0

0

X m

Y m

Z m

0

0

0

0

0

0

0

0

DCon1

0

0

2674.1582 19096.6329 -19096.6329

0

0

0

0

DCon2

0

0

2292.1356 16368.5425 -16368.5425

0

0

0

0

Diaphrag Mass X m kg D1

39792.55

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

4

4

39792.55

XCCM m

YCCM m

4

4

39792.55

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

Story Story1

D1

Dead

0.241

0.241

Story1

D1

Live

0

Story1

D1

DCon1

0.338

Story1

D1

DCon2

0.29

0.29

XCR m

YCR m

Y m

Z m

-4E-06

13

4

4

3

0

0

13

4

4

3

0.338

-5E-06

13

4

4

3

-4E-06

13

4

4

3

5.2 Story Results

Story

Table 5.4 5.4 - Story Max/Avg Displ acements Load Maximum  Av erag e 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 Story1

DCon2 DCon2

X Y

0.308 0.308

0.29 0.29

1.062 1.062

Table 5.5 5.5 - Story Story Drifts Story

Load Case/Com Direction bo

Story1

Dead

X

Drift

Labe Labell

X m

Y m

Z m

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 Forc es 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

Bottom

1910.113

0

0

0

MX kN-m

MY kN-m

Story1

Dead

13640.4521 -13640.4521

Story1

Live

Top

0

0

0

0

0

0

Story1

Live

Bottom

0

0

0

0

0

0

Story1

DCon1

Top

2618.4904

0

0

0

Story1

DCon1

Bottom

2674.1582

0

0

0

19096 19096.6329 .6329 -19096.6329

Story1

DCon2

Top

2244.4203

0

0

0

16177.6812 -16177.6812

Story1

DCon2

Bottom

2292.1356

0

0

0

16368 16368.5425 .5425 -16368.5425

18873.9614 -18873.9614

5.3 Modal Modal Results

Case

Table 5.7 5.7 - Modal Periods and Frequencies Circular Eigenvalu Frequenc Period Frequenc e Mode y sec y cyc/sec rad ²/sec ²  rad/sec

Modal

1

0.365

2.743

17.2342

297.0188

Modal

2

0.341

2.934

18.4323

339.75

Modal

3

0.276

3.62

22.7432

517.2519

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

Case Modal

Sum UZ

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 5.8 - Modal Participati ng Mass Ratios (Part (Part 2 of 2) Case

Mode

RX

RY

RZ

Sum RX

Sum RY

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 5.9 - Modal Modal Load Partic ipation Ratios Static Dynamic Case Item Type Item % %

Case

Modal

Acceleration

UX

100

100

Modal Modal

Acceleration Acceleration

UY UZ

100 0

100 0

Table 5.10 5.10 - Modal Directio n Factors Period Mode UX UY sec

UZ

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 Data This chapter provides design data and results. 6.1 Concr Concr ete Frame Desig Desig n Table 6.1 - Concrete Frame Preferences - ACI 318-14 Item

Value

Multi-Response Step-by-Step Design Seismic Design Category # Interaction Curves # Interaction Points Minimum Eccentricity Phi (Tension) Phi (Compression Tied) Phi (Compression Spiral) Phi (Shear and Torsion) Phi (Shear Seismic) Phi (Shear Joint)

 All D 24 11 Yes 0.9 0.65 0.75 0.85 0.6 0.85

Pattern Live Load Factor D/C Ratio Limit

Story

Label

Unique Name

Story1

C2

2

0.75 1

Table 6.2 - Concrete Column Overwrites - ACI 318-14 (Part 1 of 2) Design Design CmMajo CmMino DnsMajo LLRF LMajor LMinor KMajor KMinor Type Section r r r 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 Concrete Col umn PMM Envelope Envelope Labell Labe

Story

Se Section ction

Location

P kN

M Major kN-m

M Minor kN-m

PMM Combo

PMM Ratio or Rebar %

C2

Story1

ConcCol

Top

114.8204

31.5549

-59.6984

DCon2

1%

C2

Story1

ConcCol

Bottom

124.7611

-3.3049

0

DCon2

1%

Table 6.4 - Concrete Colum n Shear Envelope  At Majo r V Minor V Major Major Se Section ction Location mm ²/m kN Combo kN

Minor Combo

 At Min or mm ²/m

Labell Labe

Story

C2

Story1

ConcCol

Top

12.622

0

23.8794

0

C2

Story1

ConcCol

Bottom

12.622

0

23.8794

0

Label

Story

Section

C2

Story1

ConcCol

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

JS Major JS Minor JS Minor Ratio Combo Ratio

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

Design/Ch eck

 As, mi n  As,mi mm ² 

 As mm ² 

DCon2

1406

1406

DCon2

1406

1406

1406

1406

Station mm

Design Section

2

0

ConcCol

Design

No Message

2

1250

ConcCol

Design

No Message

2

2500

ConcCol

Design

No Message

DCon2

PMM Ratio

Status

PMM Combo

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 Story

Label

Name

mm

 As ²  mm

Bar mmAs ² 

Combo

Major mm ²/m

Combo

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

Minor Warnings mm ²/m 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

Errors No Message No Message No Message

 

 

4/17/2017

ETABS 2016 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) f y (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

f ys ys  (MPa)

413.69

413.69

Design Code Parameters ΦT 

ΦCTied  

0.9

ΦCSpiral 

0.65

ΦVns  

0.75

ΦVs 

0.85

ΦVjoint  

0.6

0.85

Longitudinal Reinforcement Reinforcement Design for Pu - Mu2 - Mu3  Interaction Rebar Column Rebar  Ar ea End % mm ²  Top

1406

1

Bottom

1406

1

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

kN

kN-m

kN-m

mm

111.366 121.3067

55.5044 0

27.3609 3.2134

2500 0

DCon2 DCon2

Shear Reinfor cement fo r Major Shear, Vu2   Shear Rebar A v  Design Station Column Controlling /s Vu2 Loc End Combo mm ²/m kN mm Top

0

12.7684

2500

DCon1

Bottom

0

12.7684

0

DCon1

Shear Reinforc ement for Mino r Shear, Vu3   Shear Rebar A v  Design Station Column Controlling /s Vu3 Loc End Combo mm ²/m kN mm Top

0

25.902

2500

DCon1

Bottom

0

25.902

0

DCon1

Page 14 of 25

 

 

4/17/2017

ETABS 2016 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) f y (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

f ys ys  (MPa)

413.69

413.69

Design Code Parameters ΦT 

ΦCTied  

0.9

ΦCSpiral 

0.65

ΦVns  

0.75

ΦVs 

0.85

ΦVjoint  

0.6

0.85

Longitudinal Reinforcement Reinforcement Design for Pu - Mu2 - Mu3  Interaction Rebar Column Rebar  Ar ea End % mm ²  Top

1406

1

Bottom

1406

1

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

kN

kN-m

kN-m

mm

114.8204 124.7611

-59.6984 0

31.5549 -3.3049

2500 0

DCon2 DCon2

Shear Reinfor cement fo r Major Shear, Vu2   Shear Rebar A v  Design Station Column Controlling /s Vu2 Loc End Combo mm ²/m kN mm Top

0

14.7256

2500

DCon1

Bottom

0

14.7256

0

DCon1

Shear Reinforc ement for Mino r Shear, Vu3   Shear Rebar A v  Design Station Column Controlling /s Vu3 Loc End Combo mm ²/m kN mm Top

0

27.8593

2500

DCon1

Bottom

0

27.8593

0

DCon1

Page 15 of 25

 

 

4/17/2017

ETABS 2016 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) f y (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

f ys ys  (MPa)

413.69

413.69

Design Code Parameters ΦT 

ΦCTied  

0.9

ΦCSpiral 

0.65

ΦVns  

0.75

ΦVs 

0.85

ΦVjoint  

0.6

0.85

Longitudinal Reinforcement Reinforcement Design for Pu - Mu2 - Mu3  Interaction Rebar Column Rebar  Ar ea End % mm ²  Top

1406

1

Bottom

1406

1

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

kN

kN-m

kN-m

mm

114.8204 124.7611

59.6984 0

-31.5549 3.3049

2500 0

DCon2 DCon2

Shear Reinfor cement fo r Major Shear, Vu2   Shear Rebar A v  Design Station Column Controlling /s Vu2 Loc End Combo mm ²/m kN mm Top

0

14.7256

2500

DCon1

Bottom

0

14.7256

0

DCon1

Shear Reinforc ement for Mino r Shear, Vu3   Shear Rebar A v  Design Station Column Controlling /s Vu3 Loc End Combo mm ²/m kN mm Top

0

27.8593

2500

DCon1

Bottom

0

27.8593

0

DCon1

Page 16 of 25

 

 

4/17/2017

ETABS 2016 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) f y (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

f ys ys  (MPa)

413.69

413.69

Design Code Parameters ΦT 

ΦCTied  

0.9

ΦCSpiral 

0.65

ΦVns  

0.75

ΦVs 

0.85

ΦVjoint  

0.6

0.85

Longitudinal Reinforcement Reinforcement Design for Pu - Mu2 - Mu3  Interaction Rebar Column Rebar  Ar ea End % mm ²  Top

3474

2.47

Bottom

2678

1.9

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

kN

kN-m

kN-m

mm

2229.927 2241.5245

-64.7551 0

-59.0708 59.378

2500 0

DCon1 DCon1

Shear Reinfor cement fo r Major Shear, Vu2   Shear Rebar A v  Design Station Column Controlling /s Vu2 Loc End Combo mm ²/m kN mm Top

0

12.7684

2500

DCon1

Bottom

0

12.7684

0

DCon1

Shear Reinforc ement for Mino r Shear, Vu3   Shear Rebar A v  Design Station Column Controlling /s Vu3 Loc End Combo mm ²/m kN mm Top

0

25.902

2500

DCon1

Bottom

0

25.902

0

DCon1

Page 17 of 25

 

 

4/17/2017

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

Beam Element Element Details 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)

b f  (mm)

d s (mm)

d ct  (mm)

d cb  (mm)

375

500

375

0

60

60

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

Ec  (MPa) 24855.58

27.58

1

f ys ys  (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, M u3   End-I Middle End-J End-I Middle Rebar Rebar Rebar Rebar Rebar  Ar ea  Ar ea  Ar ea % % mm ²  mm ²  mm ²  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 Middle End-J Station Station Design Mu Design Mu Loc Loc kN-m kN-m mm mm 187.5

DCon1

Bot (-2 Axis)

28.4481

Combo

DCon1

-4.7245

5778.6

DCon1 1826.2

48.5223

-18.8979

End-J Station Loc mm 7812.5

DCon1 3802.4

DCon1

25.9973

6173.8

DCon1

Shearr Reinfor cement fo r Major Shear, Vu2  Shea End-I Middle End-J Rebar A v  Rebar A v  Rebar A v   /s /s /s mm ²/m mm ²/m mm ²/m 0

0

0

Design Shear Force for Major Shear, Vu2   End-I Design Vu kN

End-I Station Loc mm

Middle Design Vu kN

Middle Station Loc mm

Page 18 of 25

End-J Design Vu kN

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 Reinforcement Shear Longitudi Rebar A t  nal /s Rebar A l mm ²/m mm ²  0

0

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

Beam Element Element Details 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)

b f  (mm)

d s (mm)

d ct  (mm)

d cb  (mm)

375

500

375

0

60

60

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

Ec  (MPa) 24855.58

27.58

1

f ys ys  (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, M u3   End-I Middle End-J End-I Middle Rebar Rebar Rebar Rebar Rebar  Ar ea  Ar ea  Ar ea % % mm ²  mm ²  mm ²  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 Middle End-J Station Station Design Mu Design Mu Loc Loc kN-m kN-m 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

End-J Station Loc mm 7812.5

DCon1

DCon1

6173.8

DCon1

Shearr Reinfor cement fo r Major Shear, Vu2  Shea End-I Middle End-J Rebar A v  Rebar A v  Rebar A v   /s /s /s mm ²/m mm ²/m mm ²/m 0

0

0

Design Shear Force for Major Shear, Vu2   End-I Design Vu kN

End-I Station Loc mm

Middle Design Vu kN

Middle Station Loc mm

Page 20 of 25

End-J Design Vu kN

End-J Station Loc mm

 

 

4/17/2017

End-I Design Vu kN

End-I Station Loc mm

Middle Design Vu kN

Middle Station Loc mm

End-J Design Vu kN

End-J Station Loc mm

32.7628

187.5

0.0166

2221.4

31.2 31.242 42

7812.5

DCon1

DCon1

DCon1

Torsion Reinforcement Reinforcement Shear Longitudi Rebar A t  nal /s Rebar A l mm ²/m mm ²  0

0

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

Beam Element Element Details 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)

b f  (mm)

d s (mm)

d ct  (mm)

d cb  (mm)

375

500

375

0

60

60

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

Ec  (MPa) 24855.58

27.58

1

f ys ys  (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, M u3   End-I Middle End-J End-I Middle Rebar Rebar Rebar Rebar Rebar  Ar ea  Ar ea  Ar ea % % mm ²  mm ²  mm ²  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 Middle End-J Station Station Design Mu Design Mu Loc Loc kN-m kN-m mm mm 187.5

DCon1

Bot (-2 Axis)

56.0821

Combo

DCon1

-15.4775

5778.6

DCon1 1826.2

110.217

-61.9102

End-J Station Loc mm 7812.5 7812.5

DCon1 3802.4

DCon1

52.5628

6173.8

DCon1

Shearr Reinfor cement fo r Major Shear, Vu2  Shea End-I Middle End-J Rebar A v  Rebar A v  Rebar A v   /s /s /s mm ²/m mm ²/m mm ²/m 312.5

0

312.5

Design Shear Force for Major Shear, Vu2   End-I Design Vu kN

End-I Station Loc mm

Middle Design Vu kN

Middle Station Loc mm

Page 22 of 25

End-J Design Vu kN

End-J Station Loc mm

 

 

4/17/2017

End-I Design Vu kN

End-I Station Loc mm

Middle Design Vu kN

Middle Station Loc mm

End-J Design Vu kN

End-J Station Loc mm

65.0991

1035.7

0.053

5778.6

71.3269

7812.5

DCon2

DCon1

DCon2

Torsion Reinforcement Reinforcement Longitudi Shear nal Rebar A t  Rebar A l /s mm ²  mm ²/m 0

0

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

Beam Element Element Details 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)

b f  (mm)

d s (mm)

d ct  (mm)

d cb  (mm)

375

500

375

0

60

60

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

Ec  (MPa) 24855.58

27.58

1

f ys ys  (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, M u3   End-I Middle End-J End-I Middle Rebar Rebar Rebar Rebar Rebar  Ar ea  Ar ea  Ar ea % % mm ²  mm ²  mm ²  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 Middle End-J Station Station Design Mu Design Mu Loc Loc kN-m kN-m 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

End-J Station Loc mm 7812.5 7812.5

DCon1

DCon1

6173.8

DCon1

Shearr Reinfor cement fo r Major Shear, Vu2  Shea End-I Middle End-J Rebar A v  Rebar A v  Rebar A v   /s /s /s mm ²/m mm ²/m mm ²/m 312.5

0

312.5

Design Shear Force for Major Shear, Vu2   End-I Design Vu kN

End-I Station Loc mm

Middle Design Vu kN

Middle Station Loc mm

Page 24 of 25

End-J Design Vu kN

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 Reinforcement Longitudi Shear nal Rebar A t  Rebar A l /s mm ²/m mm ²  0

0

Design 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