Memoris de Calculo

8/12/2019 Memoris de Calculo

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Project Report

Model File: 232, Revision 0

02/01/2014


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Table of Contents

1. Structure Data 4

1.1 Story Data 4

1.2 Grid Data 4

1.3 Point Coordinates 4

1.4 Line Connectivity 4

1.5 Mass 5

2. Properties 6

2.1 Materials 6

2.2 Frame Sections 6

3. Assignments 7

3.1 Joint Assignments 73.2 Frame Assignments 7

4. Loads 8

4.1 Load Patterns 8

4.2 Applied Loads 8

4.2.1 Line Loads 8

4.3 Load Cases 8

4.4 Load Combinations 8

5. Analysis Results 9

5.1 Structure Results 9

5.2 Story Results 9

5.3 Point Results 9

5.4 Modal Results 9

6. Design Data 12

6.1 Concrete Frame Design 12


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List of Tables

Table 1.1 Story Data 4

Table 1.2 Grid Systems 4

Table 1.3 Grid Lines 4Table 1.4 Joint Coordinates Data 4

Table 1.5 Column Connectivity Data 4

Table 1.6 Beam Connectivity Data 4

Table 1.7 Mass Source 5

Table 1.8 Mass Summary by Story 5

Table 2.1 Material Properties - Summary 6

Table 2.2 Frame Sections - Summary 6

Table 3.1 Joint Assignments - Summary 7

Table 3.2 Frame Assignments - Summary 7

Table 4.1 Load Patterns 8

Table 4.2 Frame Loads - Distributed 8

Table 4.3 Load Cases - Summary 8

Table 4.4 Load Combinations 8

Table 5.1 Base Reactions 9

Table 5.2 Story Forces 9

Table 5.3 Joint Reactions 9

Table 5.4 Modal Periods and Frequencies 10

Table 5.5 Modal Participating Mass Ratios 10

Table 5.6 Modal Load Participation Ratios 10

Table 5.7 Modal Direction Factors 10

Table 6.1 Concrete Frame Preferences - ACI 318-11 12

Table 6.2 Concrete Column Overwrites - ACI 318-11 12

Table 6.3 Concrete Beam Overwrites - ACI 318-11 12

Table 6.4 Concrete Column PMM Envelope 12

Table 6.5 Concrete Column Shear Envelope 13

Table 6.6 Concrete Beam Flexure Envelope 13

Table 6.7 Concrete Beam Shear Envelope 13

Table 6.8 Concrete Joint Envelope 14


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Structure Data 02/01/2014

Page 4 of 14

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

NameHeight

mm

Elevation

mm

Master

StorySimilar To

Splice

Story

Story1 4000 4000 No None No

Base 0 0 No None No

1.2 Grid Data

Table 1.2 - Grid Systems

Name TypeStory

Range

X Origin

m

Y Origin

m

Rotation

deg

Bubble

Size

mm

Color

G1 Cartesian Default 0 0 0 1524 ffa0a0a0

Table 1.3 - Grid Lines

Grid

System

Grid

DirectionGrid ID Visible

Bubble

Location

Ordinate

m

G1 X A Yes End 0

G1 X B Yes End 5

G1 Y 1 Yes Start 0

G1 Y 2 Yes Start 3

1.3 Point Coordinates

Table 1.4 - Joint Coordinates Data

LabelX

mm

Y

mm

Z Below

mm

1 0 3000 0

2 0 0 0

3 5000 0 0

4 5000 3000 0

1.4 Line Connectivity

Table 1.5 - Column Connectivity Data

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

BeamI-End

Point

J-End

Point

Curve

Type

B1 1 4 None


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Structure Data 02/01/2014

Page 5 of 14

BeamI-End

Point

J-End

Point

Curve

Type

B2 3 4 None

B3 2 1 None

B4 2 3 None

1.5 Mass

Table 1.7 - Mass Source

Include

Elements

Include

Added

Mass

Include

Loads

Lateral

Only

Lump at

Stories

Yes Yes No Yes Yes

Table 1.8 - Mass Summary by Story

StoryUX

kg

UY

kg

UZ

kg

Story1 13508.12 13508.12 0

Base 4018.04 4018.04 0


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Properties 02/01/2014

Page 6 of 14

2 Properties

This chapter provides property information for materials, frame sections, shell sections, and links.

2.1 Materials

Table 2.1 - Material Properties - Summary

Name TypeE

kgf/mm

Unit

Weight

kgf/m

Design Strengths

4000Psi Concrete 2534.56 0.2 2402.77 Fc=2.81 kgf/mm

A615Gr60 Rebar 20389.02 0.3 7849.05Fy=42.18 kgf/mm,

Fu=63.28 kgf/mm

2.2 Frame Sections

Table 2.2 - Frame Sections - Summary

Name Material Shape

ConcBm 4000Psi

Concrete

Rectangular

ConcCol 4000PsiConcrete

Rectangular


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Loads 02/01/2014

Page 8 of 14

4 Loads

This chapter provides loading information as applied to the model.

4.1 Load Patterns

Table 4.1 - Load Patterns

Name Type

Self

Weight

Multiplier

Dead Dead 1

Live Live 0

4.2 Applied Loads

4.2.1 Line Loads

Table 4.2 - Frame Loads - Distributed

Story Label UniqueName

DesignType

LoadPattern

LoadType

Direction

Relative

Distance

Start

Relative

Distance

End

Absolute

DistanceStart

mm

Absolute

DistanceEnd

mm

Force at

Start

tonf/m

Force at

End

tonf/m

Story1 B1 7 Beam Dead Force Gravity 0 1 0 5000 4 4




4.3 Load Cases

Table 4.3 - Load Cases - Summary

Name Type

Dead Linear Static

Live Linear Static

4.4 Load Combinations

Table 4.4 - Load Combinations

Name

Load

Case/Com

bo

Scale

FactorType Auto

DCon1 Dead 1.4 Linear Add Yes

DCon2 Dead 1.2 Linear Add Yes

DCon2 Live 1.6 No


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Analysis Results 02/01/2014

Page 9 of 14

5 Analysis Results

This chapter provides analysis results.

5.1 Structure Results

Table 5.1 - Base Reactions

Load

Case/Com

bo

FX

tonf

FY

tonf

FZ

tonf

MX

tonf-m

MY

tonf-m

MZ

tonf-m

X

m

Y

m

Z

m

Dead 0 0 70.7509 106.1263 -176.8772 0 0 0 0

Live 0 0 0 0 0 0 0 0 0

DCon1 0 0 99.0512 148.5768 -247.628 0 0 0 0

DCon2 0 0 84.901 127.3516 -212.2526 0 0 0 0

5.2 Story Results

Table 5.2 - Story Forces

Story

Load

Case/Combo

Location Ptonf

VXtonf

VYtonf

Ttonf-m

MXtonf-m

MYtonf-m

Story1 DCon1 Top 87.8007 0 0 0 131.701 -219.5017

Story1 DCon1 Bottom 99.0512 0 0 0 148.5768 -247.628

Story1 DCon2 Top 75.2577 0 0 0 112.8866 -188.1443

Story1 DCon2 Bottom 84.901 0 0 0 127.3516 -212.2526

Story1 Dead Top 62.7148 0 0 0 94.0722 -156.787

Story1 Dead Bottom 70.7509 0 0 0 106.1263 -176.8772

Story1 Live Top 0 0 0 0 0 0

Story1 Live Bottom 0 0 0 0 0 0

5.3 Point Results

Table 5.3 - Joint Reactions

StoryJoint

Label

Load

Case/Com

bo

FX

tonf

FY

tonf

FZ

tonf

MX

tonf-m

MY

tonf-m

MZ

tonf-m

Base 1 Dead 1.8236 -0.2827 17.6877 0.3692 2.3782 0

Base 1 Live 0 0 0 0 0 0

Base 1 DCon1 2.553 -0.3958 24.7628 0.5168 3.3295 0

Base 1 DCon2 2.1883 -0.3393 21.2253 0.443 2.8539 0

Base 2 Dead 1.8236 0.2827 17.6877 -0.3692 2.3782 0

Base 2 Live 0 0 0 0 0 0

Base 2 DCon1 2.553 0.3958 24.7628 -0.5168 3.3295 0

Base 2 DCon2 2.1883 0.3393 21.2253 -0.443 2.8539 0

Base 3 Dead -1.8236 0.2827 17.6877 -0.3692 -2.3782 0

Base 3 Live 0 0 0 0 0 0

Base 3 DCon1 -2.553 0.3958 24.7628 -0.5168 -3.3295 0

Base 3 DCon2 -2.1883 0.3393 21.2253 -0.443 -2.8539 0

Base 4 Dead -1.8236 -0.2827 17.6877 0.3692 -2.3782 0

Base 4 Live 0 0 0 0 0 0

Base 4 DCon1 -2.553 -0.3958 24.7628 0.5168 -3.3295 0

Base 4 DCon2 -2.1883 -0.3393 21.2253 0.443 -2.8539 0

5.4 Modal Results

Table 5.4 - Modal Periods and Frequencies


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Design Data 02/01/2014

Page 12 of 14

6 Design Data

This chapter provides design data and results.

6.1 Concrete Frame Design

Table 6.1 - Concrete Frame Preferences - ACI 318-11

Item Value

Multi-Response

Design

Step-by-

Step - All

Seismic Design

CategoryD

# Interaction

Curves24

# Interaction

Points11

Minimum

EccentricityYes

Phi (Tension) 0.9

Phi

(Compression

Tied)

0.65

Phi

(Compresseion

Spiral)

0.75

Phi (Shear and

Torsion)0.85

Phi (Shear

Seismic)0.6

Phi (Shear Joint) 0.85

Pattern Live

Load Factor0.75

D/C Ratio Limit 1

Table 6.2 - Concrete Column Overwrites - ACI 318-11 (Part 1 of 2)

Story LabelUnique

Name

Design

Type

Design

SectionLLRF LMajor LMinor KMajor KMinor

CmMajo

r

CmMino

r

DnsMajo

r

Story1 C1 1 ColumnProgram

Determined1 0.8476 0.8476 1 1 1 1 1


Determined1 0.8476 0.8476 1 1 1 1 1


Determined1 0.8476 0.8476 1 1 1 1 1


Determined1 0.8476 0.8476 1 1 1 1 1

Table 6.2 - Concrete Column Overwrites - ACI 318-11 (Part 2 of 2)

Story LabelUnique

NameDnsMinor DsMajor DsMinor

Story1 C1 1 1 1 1

Story1 C2 2 1 1 1

Story1 C3 3 1 1 1

Story1 C4 4 1 1 1

Table 6.3 - Concrete Beam Overwrites - ACI 318-11

Story LabelUnique

Name

Design

Type

Design

SectionLLRF LMajor LMinor

Story1 B1 7 BeamProgram

Determined1 0.90856 0.90856


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Design Data 02/01/2014

Page 13 of 14

Story LabelUnique

Name

Design

Type

Design

SectionLLRF LMajor LMinor


Determined1 0.8476 0.8476


Determined1 0.8476 0.8476


Determined1 0.90856 0.90856

Table 6.4 - Concrete Column PMM Envelope

Label Story Section LocationP

tonf

M Major

tonf-m

M Minor

tonf-m

PMM

Combo

PMM

Ratio or

Rebar %

C1 Story1 ConcCol Top 22.3788 5.3262 -0.8251 DCon1 1 %

C1 Story1 ConcCol Bottom 24.7628 -3.3295 0.5168 DCon1 1 %

C2 Story1 ConcCol Top 22.3788 5.3262 0.8251 DCon1 1 %

C2 Story1 ConcCol Bottom 24.7628 -3.3295 -0.5168 DCon1 1 %

C3 Story1 ConcCol Top 22.3788 -5.3262 0.8251 DCon1 1 %

C3 Story1 ConcCol Bottom 24.7628 3.3295 -0.5168 DCon1 1 %

C4 Story1 ConcCol Top 22.3788 -5.3262 -0.8251 DCon1 1 %

C4 Story1 ConcCol Bottom 24.7628 3.3295 0.5168 DCon1 1 %

Table 6.5 - Concrete Column Shear Envelope

Label Story Section LocationV Major

tonf

Major

Combo

At Major

mm/m

V Minor

tonf

Minor

Combo

At Minor

mm/m

C1 Story1 ConcCol Top 2.553 0 0.3958 0

C1 Story1 ConcCol Bottom 2.553 0 0.3958 0







Table 6.6 - Concrete Beam Flexure Envelope

Label Story Section Location

(-)

Moment

tonf-m

(-) ComboAs Top

mm

(+)

Moment

tonf-m

(+)

Combo

As Bot

mm

B1 Story1 ConcBm End-I -3.3171 DCon1 215 4.0611 DCon1 263

B1 Story1 ConcBm Middle -0.8293 DCon1 53 13.5473 DCon1 832

B1 Story1 ConcBm End-J -3.3171 DCon1 215 4.0611 DCon1 263










Table 6.7 - Concrete Beam Shear Envelope

Label Story Section LocationV

tonf

V

Combo

At

mm/m

T for At

tonf-m

T

Combo

At

At

Torsion

mm/m

T for As

tonf-m

T

Combo

As

As

Torsion

mm


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Memoris de Calculo