Table of Contents

1 General

1.1 Scope

1.2 Interpretation

2 Definitions

2.1 General

3 Limit State Design Requirements And Material Properties

3.1 Notation

3.2 Scope

3.3 General Principles And Requirements For Construction

3.4 Material And Strength Properties

3.5 Limit State Requirement For Design 3.5.1

3.6 General Principles, Assumptions, And Requirements For Analysis And Design

3.7 Principles And Requirements For Components Designed For Seismic Loading

4 Design For Durability

4.1 Scope

4.2 Classification Of Sites Into Sea Spray Zones Or Corrosion Zones

4.3 Governing Reinforcing Cover Requirements

5 Design For Fire Resistance

5.1 Notation

5.2 Scope

5.3 Design Requirements

5.4 Fire Resistance Ratings For Walls

5.5 Fire Resistance Ratings For Beams

5.6 Fire Resistance Ratings For Columns

5.7 Fire Resistance Ratings From Fire Tests

5.8 Fire Resistance Rating By Calculation

5.9 Increase Of Fire Resistance Ratings By Use Of Insulating Materials

6 Reinforcement

6.1 Notation

6.2 Scope

6.3 General Principles And Requirements For All Structures

6.4 Principles And Requirements Additional To 6.3 For Structures Designed Using A Limited Ductile Or Ductile Seismic Design Philosophy

7 Structural Walls

7.1 Notation

7.2 Scope

7.3 General Principles And Requirements For All Structures

7.4 Principles And Requirements Additional To 7.3 For Structures Designed Using A Limited Ductile Or Ductile Seismic Design Philosophy

8 Beams

8.1 Notation

8.2 Scope

8.3 General Principles And Requirements For All Structures

8.4 Principles And Requirements Additional To 8.3 For Structures Designed Using A Limited Ductile Or Ductile Seismic Design Philosophy

9 Columns

9.1 Notation

9.2 Scope

9.3 General Principles And Requirements For All Structures

9.4 Principles And Requirements Additional To 9.3 For Structures Designed Using A Limited Ductile Or Ductile Seismic Design Philosophy

10 Structural Component Design

10.1 Notation

10.2 Flexure With Or Without Axial Load

10.3 Shear And Torsion

11 Beam-Column Joints

11.1 Notation

11.2 Scope

11.3 General Principles And Requirements For All Structures

11.4 Principles And Requirements Additional To 11.3 For Joints In Structures Designed Using A Limited Ductile Or Ductile Seismic Design Philosophy

12 Secondary Structural Elements

12.1 Notation

12.2 Scope

12.3 General Principles And Requirements

12.4 Secondary Walls

12.5 Frames With Masonry In-Fill

12.6 Partitions

Appendix

A Prestressed Masonry

B Determination Of Concrete Masonry Compressive Strengths

C Bolted Connections In Masonry

D Partial Fill Requirements

E Specific Design For Small Reinforced Masonry Buildings

F Masonry Veneers

Table

3.1 – Observation Types, Admissible Use And Design Compressive Strengths

3.2 – Design Parameters For Various Design Philosophies

4.1 – Masonry Durability Requirements

5.1 – Minimum Wall Thickness For Fire Resistance Ratings For Insulation

5.2 – Minimum Cover To Vertical Reinforcement And Tendons For Stability Of Walls

5.3 – Stability Requirements – Simply Supported Beams

5.4 – Stability Requirements – Continuous Beams

6.1 – Minimum Diameters Of Bend For Class E Steel Bars To As/Nzs 4671 Other Than Stirrup And Tie Bends

6.2 – Minimum Diameters Of Bends For Stirrups And Ties For Class E Steel Bars To As/Nzs 4671

8.1 – Longitudinal Reinforcement Limits In A 390 Mm X 190 Mm Masonry Lintel Beam

10.1 – Type Dependent Design Strengths (Mpa)

A1 – Maximum Concrete Masonry Stresses And Steel Stress Range For The Design Of Sections At The Serviceability Limit State

C1 – Design Strength In Shear And Tension Of Bolts Cast Into Reinforced Masonry

F1 – Maximum Height Of Unreinforced Masonry Veneers Which Are Subject To Specific Design (M)

Figure

3.1 – Shrinkage Control Joints

4.1 – Sea Spray And Corrosion Zone Map

5.1 – Standard Furnace Temperature-Time Curve

5.2 – Changes To Moments In Continuous Beams During A Fire

5.3 – Stability Requirements – Columns

5.4 – Values Of Elastic Modulus To Be Used In Determining Fire Resistance Rating By Calculation

5.5 – Values Of Strength To Be Used In Determining Fire Resistance Rating By Calculation

6.1 – Standard Hooks

7.1 – Confining Plates In Potential Plastic Hinge Regions

8.1 – Grout Space Dimensions

9.1 – Typical Construction Of Masonry Columns Showing Alternating Courses

10.1 – Effective Areas For Shear

10.2 – Contribution Of Axial Load To Wall Shear Strength Vp

10.4 – Examples Of Locations Where Shear Friction Should Be Checked

10.5 – Relationship Between Ductility And Masonry Shear Resisting Mechanism

11.1 – Masonry Interior Beam Column Joints

12.1 – Subdivision Of Walls Into Primary And Secondary Systems

12.2 – Equivalent Diagonal Bracing Action Of Masonry In-Fill

12.3 – Ductility Of In-Fill Frame Based On Maximum Storey Ductility Of µs

C1 – Typical Bolt Detail

C2 – Edge Distance Requirements