Table of Contents

References

Definitions

Verification Method B1/VM1: General

1.0 General

2.0 Structural Design Actions Standards

3.0 Concrete

3.1 NZS 3101: Part 1

4.0 Concrete Masonry

4.1 NZS 4230

5.0 Steel

5.1 NZS 3404: Part 1

5.2 AS/NZS 4600

6.0 Timber

6.1 NZS 3603

7.0 Aluminium

7.1 AS/NZS 1664.1

8.0 Earth Buildings

8.1 NZS 4297

9.0 Foundations

10.0 Siteworks

10.1 NZS 4431

11.0 Drains

11.1 NZS/AS 3725

12.0 Windows

12.1 NZS 4211

13.0 Seismic Performance of Engineering Systems in Buildings

13.1 NZS 4219

14.0 Ductile Steel Mesh

14.1 Grade 500E welded steel mesh

Acceptable Solution B1/AS1: General

1.0 Explanatory Note

2.0 Masonry

2.1 NZS 4229

3.0 Timber

3.1 NZS 3604

3.2 Slab-on-ground in expansive soils

4.0 Earth Buildings

4.1 NZS 4299

5.0 Stacco

5.1 NZS 4251

6.0 Drains

6.1 AS/NZS 2566.1

6.2 AS/NZS 2566.2

6.3 AS/NZS 2032

6.4 AS/NZS 2033

7.0 Glazing

7.1 NZS 4223

8.0 Small Chimneys

9.0 Steel

9.1 NASH Standard Part 2: Light Steel Framed Buildings

Acceptable Solution B1/AS3

1.0 Chimney Construction

1.1 General

1.2 Chimney wall thickness

1.3 Foundations

1.4 Hearths

1.5 Chimney breasts

1.6 Reinforcing

1.7 Chimney restraint

1.8 Materials and construction

1.9 Systems to resist horizontal earthquake loadings

2.0 Solid Fuel Domestic Appliances

2.1 Chimneys

2.2 Hearth slab

Verification Method B1/VM4

1.0 Scope and limitations

2.0 General

3.0 Shallow Foundations

3.1 General provisions

3.2 Ultimate and design bearing strength and design bearing pressure

3.3 Ultimate limit state bearing strength for shallow foundations

3.4 Ultimate limit state sliding resistance

3.5 Strength reduction factors

4.0 Pile Foundations

4.1 Ultimate vertical strength of single piles

4.2 Column action

4.3 Ultimate lateral strength of single piles

4.4 Pile groups

4.5 Downdrag

4.6 Ultimate lateral strength of pile groups

4.7 Strength reduction factors

5.0 Pile Types

5.1 Concrete piles

5.2 Steel piles

5.3 Timber piles

Appendix A (Informative)

A1.0 Site Investigations

Appendix B (Informative)

B1.0 Serviceability Limit State Deformations (Settlement)

Appendix C (Informative)

C1.0 Description of Wall, Limit States and Soil Properties

C2.0 Earth Pressure Coefficients

C3.0 Load Factors and Strength Reduction Factors

C4.0 Notation

C5.0 Loadings

C6.0 Surcharge Pressures at Toe

C7.0 First Ultimate Limit State (short term static foundation bearing failure)

C8.0 Second Ultimate Limit State (short term static foundation sliding failure)

C9.0 Third Ultimate Limit State (short term foundation bearing failure under EQ)

C10.0 Fourth Ultimate Limit State (short term foundation sliding failure under EQ)

C11.0 Fifth Ultimate Limit State (long term foundation bearing failure)

C12.0 Sixth Ultimate Limit State (long term foundation sliding failure)

C13.0 Comments

Acceptable Solution B1/AS4

Index