AS 3610 SUPP 2-1996

1 - AS 3610 Supp 2-1996 FORMWORK FOR CONCRETE-COMMENTARY (SUPPLEMENT NO. 2 AS 3610-1995)
4 - PREFACE
5 - CONTENTS
6 - FOREWORD
7 - SECTION C2 THE PROJECT DOCUMENTATiON
7 - C2.3 INFORMATION TO BE PROVIDED IN THE PROJECT DOCUMENTATION
14 - SECTION C3 SURFACE FINISH
14 - C3.2 APPLICATION
14 - C3.3 CLASSES OF SURFACE FINISH
14 - C3.3.1 General
17 - C3.3.2 Notation
17 - C3.4 PHYSICAL QUALITY
17 - C3.4.1 General
18 - C3.4.2 Project documentation requirements for surface finish
18 - C3.4.3 Tolerances
18 - C3.4.4 Acceptable surface defects and deviations
21 - C3.4.5 Precast concrete elements
21 - C3.5 COLOUR CONTROL OF UNTREATED SURFACES
21 - C3.5.1 General
22 - C3.5.2 Concrete colour
23 - C3.5.3 Range of tonal variations
24 - C3.5.4 Acceptable tonal range
24 - C3.6 TEST PANELS
24 - C3.6.1 General
25 - C3.6.2 Details
25 - C3.6.3 Evaluation
27 - SECTION C4 STRUCTURAL DESIGN AND DOCUMENTATION
27 - C4.1 SCOPE OF SECTION
27 - C4.2 APPLICATION OF SECTION
27 - C4.3 DESIGN REQUIREMENTS
27 - C4.3.1 General
30 - C4.3.2 Structural requirements
33 - C4.3.3 Restraint systems
33 - C4.3.4 Construction
34 - C4.3.5 Foundations and footings
34 - C4.4 LOADS
34 - C4.4.1 General
36 - C4.4.2 Vertical loads
39 - C4.4.3 Eccentricity
42 - C4.4.4 Multistorey loading
45 - C4.4.5 Horizontal loads
53 - C4.4.6 Loads applicable to components that provide buckling restraint
53 - C4.4.7 Use of permanent structure as restraint
54 - C4.5 ANALYSIS AND DESIGN
54 - C4.5.2 Theoretical analysis
55 - C4.5.3 Testing
55 - C4.5.4 Limit state design procedures
57 - C4.5.5 Permissible stress design procedure (See also Paragraph C4.5.4.)
58 - C4.5.6 Design information
59 - C4.6 CONSTRUCTION CONSIDERATIONS
59 - C4.6.1 General
59 - C4.6.2 Footings
59 - C4.6.3 Formwork
60 - C4.7 FORMWORK DOCUMENTATION
60 - C4.7.1 General
61 - C4.7.2 Proprietary items
63 - SECTION C5 CONSTRUCTION
63 - C5.1 SCOPE OF SECTION
63 - C5.3 GENERAL FORMWORK REQUIREMENTS-IN SITU CONCRETE
63 - C5.3.1 General
64 - C5.3.2 Stages of construction
64 - C5.3.3 Safety and access
68 - C5.3.4 Components
70 - C5.3.5 Materials
72 - C5.4 FORMWORK CONSTRUCTION-IN SITU CONCRETE
72 - C5.4.1 Stage I of construction-Erection of forms
85 - C5.4.2 Stage II of construction-Placement of concrete
86 - C5.4.3 Stage III of construction-Formwork stripping and after placing of concrete
86 - C5.4.4 Multistorey formwork
86 - C5.5 FORMWORK CONSTRUCTION-PRECAST CONCRETE
88 - C5.6 EVALUATION OF COMPLETED WORK AND REPAIRS
88 - C5.6.1 General
88 - C5.6.2 Physical quality
92 - C5.6.3 Physical quality of precast concrete
92 - C5.6.4 Colour evaluation
92 - C5.6.5 Repairs
94 - APPENDIX CA - COMMENTARY ON APPENDIX A, TESTING OF FORMWORK
94 - CA3 TESTING OF ALL FORMWORK COMPONENTS AND ASSEMBLIES
94 - CA3.1 General
96 - CA3.2 Certification
96 - CA3.3 Test reports
97 - CA4 DESTRUCTIVE TESTING
97 - CA4.2 Principle
97 - CA4.3 Sample size
97 - CA4.4 Calculation of load capacities
98 - CA5 NON-DESTRUCTIVE TESTING
98 - CA5.1 General
98 - CA5.2 Principle
98 - CA5.4 Test load
99 - CA5.6 Future use of components or assemblies subject to this test
99 - CA6 DOCUMENTATION
100 - ADDENDUM
100 - A REFERENCED DOCUMENTS
101 - B REFERENCES
102 - AMENDMENT CONTROL SHEET

Provides additional information and worked samples on AS 3610.

First published as AS 3610 Supplement 2-1990.
Second edition 1996.