Shear Wall Design Manual Etabs Learning Tutorial

By
Advertisement Flower

Shear Wall Design Manual Etabs Learning Tutorial


Contents

Chapter Title Pages

N. A.     Chapter List................................................................... i to iii
N. A.     Expanded Table of Contents........................................ v to xi
N. A.     Notation............................................Notation-1 to Notation-8
1        Introduction ............................................................ 1-1 to 1-5
2        Shear Wall Design Process.................................. 2-1 to 2-10
3        Design Menu Commands for Shear Wall Design... 3-1 to 3-5
4        Interactive Shear Wall Design and Review .......... 4-1 to 4-18
5        General Design Information ................................... 5-1 to 5-9
6        Wall Pier Design Sections...................................... 6-1 to 6-6
7        Wall Spandrel Design Sections.............................. 7-1 to 7-4
8        1997 UBC Shear Wall Design Preferences ........... 8-1 to 8-4
9        1997 UBC Shear Wall Design Overwrites............ 9-1 to 9-14
10       1997 UBC Design Load Combinations ...............10-1 to 10-6
11       1997 UBC Wall Pier Boundary Elements............11-1 to 11-6
12       1997 UBC Wall Pier Flexural Design ................12-1 to 12-18
13       1997 UBC Wall Pier Shear Design .....................13-1 to 13-4
14       1997 UBC Spandrel Flexural Design ................14-1 to 14-10
15       1997 UBC Spandrel Shear Design .....................15-1 to 15-5
16       Overview of Shear Wall Output...........................16-1 to 16-2
17       Output Data Plotted Directly on the Model..........17-1 to 17-9
18       Printed Design Input Data...................................18-1 to 18-9
19       Printed Design Output Data ..............................19-1 to 19-27

CHAPTER 1:        INTRODUCTION

Overview   1-1
Wall Pier Design   1-2
Wall Spandrel Design   1-3
Organization of Manual   1-4
Other Reference Information   1-4
ETABS Help   1-4
Readme.txt File   1-4
Recommended Initial Reading   1-5
CHAPTER 2:        SHEAR WALL DESIGN PROCESS
Typical Design Process for 2D Piers with Concentrated Reinforcing   2-2
Typical Design Process for 2D Piers with Uniform Reinforcing   2-4
Typical Design Process for 3D Piers   2-7

CHAPTER 3:        DESIGN MENU COMMANDS FOR SHEAR WALL DESIGN

Select Design Combo   3-1
View/Revise Pier Overwrites   3-2
View/Revise Spandrel Overwrites   3-2
Define Pier Sections for Checking   3-3
Assign Pier Sections for Checking   3-3
Start Design/Check of Structure   3-3
Interactive Wall Design   3-4
Display Design Info   3-4
Reset All Pier/Spandrel Overwrites   3-
Delete Wall Design Results   3-4

CHAPTER 4:        INTERACTIVE SHEAR WALL DESIGN AND REVIEW

General   4-1
Interactive Pier Design and Review   4-2
Design of a Simplified Section   4-2
General Identification Data   4-2
Flexural Design Data   4-3
Tension Design   4-3
Compression Design   4-4
Shear Design Data   4-4
Boundary Element Check Data   4-5
Design of a Section Designer Section   4-6
General Identification Data   4-6
Flexural Design Data   4-7
Shear Design Data   4-8
Boundary Element Check Data   4-8
Check of a Section Designer Section   4-9
General Identification Data   4-10
Flexural Design Data   4-10
Shear Design Data   4-11
Boundary Element Check Data   4-11
Combos Button   4-12
Overwrites Button   4-13
Section Top and Section Bot Buttons   4-13
Interactive Spandrel Design and Review   4-14
General Identification Data   4-14
Flexural Design Data   4-14
Top Steel   4-14
C Bottom Steel   4-15
Shear Design Data   4-16
Design Data for all Spandrels   4-16
Additional Design Data for Seismic Spandrels Only   4-17
Combos Button   4-17
Overwrites Button   4-18

CHAPTER 5:        GENERAL DESIGN INFORMATION

Defining Piers and Spandrels   5-1
Analysis Sections versus Design Sections   5-2
Units   5-3
Design Station Locations   5-4
Design Load Combinations   5-5
Wall Meshing and Gravity Loading   5-5
Using Frame Elements to Model Spandrels   5-8

CHAPTER 6:        WALL PIER DESIGN SECTIONS

General   6-1
Simplified Pier Design Dimensions and Properties   6-2
Design Dimensions   6-2
How ETABS Calculates the Default Dimensions   6-3
Material Properties   6-4
Section Designer Pier Effective Section for Shear   6-5
CHAPTER 7:        WALL SPANDREL DESIGN SECTIONS
Wall Spandrel Design Dimensions   7-1
Default Design Dimensions   7-3
Default Design Material Property   7-4

C CHAPTER 8:        1997 UBC SHEAR WALL DESIGN PREFERENCES

General   8-1
Shear Wall Preferences   8-2

CHAPTER 9:        1997 UBC SHEAR WALL DESIGN OVERWRITES

General   9-1
Pier Design Overwrites   9-2
LL Reduction Factor   9-8
EQ Factor   9-9
User-Defined Edge Members   9-10
Spandrel Design Overwrites   9-10
Making Changes in the Overwrites Dialog Box   9-13

CHAPTER 10:      1997 UBC DESIGN LOAD COMBINATIONS

Default Design Load Combinations   10-1
Dead Load Component   10-2
Live Load Component   10-3
Wind Load Component   10-3
Earthquake Load Component   10-3
Design Load Combinations that Include a Response Spectrum   10-4
Design Load Combinations that Include Time History Results   10-5
Design Load Combinations that Include Static Nonlinear Results   10-6
CHAPTER 11:      1997 UBC WALL PIER BOUNDARY ELEMENTS
Details of Check for Boundary Element Requirements   11-1
Example   11-5

CHAPTER 12:      1997 UBC WALL PIER FLEXURAL DESIGN

Overview   12-1
C Designing a Simplified Pier Section   12-1
Design Condition 1   12-3
Design Condition 2   12-6
Design Condition 3   12-6
Checking a Section Designer Pier Section   12-7
Interaction Surface   12-7
General   12-7
Formulation of the Interaction Surface   12-8
Details of the Strain Compatibility Analysis   12-12
Wall Pier Demand/Capacity Ratio   12-15
Designing a Section Designer Pier Section   12-17

CHAPTER 13:      1997 UBC WALL PIER SHEAR DESIGN

General   13-1
Determine the Concrete Shear Capacity   13-2
Determine the Required Shear Reinforcing   13-3
Seismic and Nonseismic Piers   13-3
Additional Requirements for Seismic Piers   13-3

CHAPTER 14:      1997 UBC SPANDREL FLEXURAL DESIGN

General   14-1
Determining the Maximum Factored Moments   14-2
Determine the Required Flexural Reinforcing   14-2
Rectangular Beam Flexural Reinforcing   14-3
Tension Reinforcing Only Required   14-4
Tension and Compression Reinforcing Required   14-4
T-Beam Flexural Reinforcing   14-6
Tension Reinforcing Only Required   14-8
Tension and Compression Reinforcing Required   14-9

CHAPTER 15:      1997 UBC SPANDREL SHEAR DESIGN

General   15-1
Determine the Concrete Shear Capacity   15-2
Determine the Required Shear Reinforcing   15-3
Seismic and Nonseismic Spandrels   15-3
Seismic Spandrels Only   15-5

CHAPTER 16:      OVERVIEW OF SHEAR WALL OUTPUT

General   16-1

CHAPTER 17:      OUTPUT DATA PLOTTED DIRECTLY ON THE MODEL

Overview   17-1
Design Input   17-2
Material   17-2
Thickness   17-3
Pier Length and Spandrel Depth   17-4
Section Designer Pier Sections   17-5
Design Output   17-5
Simplified Pier Longitudinal Reinforcing   17-5
Simplified Pier Edge Members   17-5
Section Designer Pier Reinforcing Ratios   17-6
Section Designer Pier Demand/Capacity Ratios   17-6
Spandrel Longitudinal Reinforcing   17-7
Shear Reinforcing   17-7
Spandrel Diagonal Shear Reinforcing   17-8
Pier Boundary Zones   17-8

CHAPTER 18:      PRINTED DESIGN INPUT DATA

Preferences   18-1
C Flags and Factors   18-1
Rebar Units   18-2
Simplified Pier Reinforcing Ratio Limits   18-2
Interaction Surface Data   18-3
Input Summary   18-3
Pier Location Data   18-3
Pier Basic Overwrite Data   18-4
Pier Geometry Data (Simplified Section)   18-5
Pier Geometry Data (Section Designer Section)   18-6
Spandrel Location Data   18-7
Spandrel Basic Overwrite Data   18-8
Spandrel Geometry Data   18-8

CHAPTER 19:      PRINTED DESIGN OUTPUT DATA

Output Summary   19-1
Simplified Pier Section Design   19-1
Section Designer Pier Section Design   19-2
Section Designer Pier Section Check   19-4
Spandrel Design   19-5
Required Reinforcing Steel   19-5
Detailed Output Data   19-6
Simplified Pier Section Design   19-6
Location Data   19-6
Flags and Factors   19-7
Material and Geometry Data   19-8
Flexural Design Data   19-8
Tension Design   19-8
Compression Design   19-9
Shear Design Data   19-10Boundary Element Check Data   19-10
Additional Overwrite Information   19-11
Section Designer Pier Section Design   19-12
Location Data   19-12
Flags and Factors   19-12
Material and Geometry Data   19-13
Flexural Design Data   19-14
Shear Design Data   19-15
Boundary Element Check Data   19-16
Additional Overwrite Information   19-17
Section Designer Pier Section Check   19-17
Location Data   19-17
Flags and Factors   19-18
Material and Geometry Data   19-18
Flexural Design Data   19-19
Shear Design Data   19-20
Boundary Element Check Data   19-20
Additional Overwrite Information   19-21
Spandrel Design   19-22
Location Data   19-22
Flags and Factors   19-23
Material and Geometry Data   19-23
Flexural Design Data - Top Steel   19-24
Flexural Design Data - Bottom Steel   19-25
Shear Design Data   19-25
Additional Shear Design Data for Seismic Spandrels   19-26

Additional Overwrite Information   19-27
Flower
Post a Comment
Powered by Blogger.
Don't Forget To Join US Our Community
×
Widget