High Strength Concrete to Singapore Standard CP 65, CONTENTS:
SECTION 1. INTRODUCTION
1.1 Basic information on HSC
SECTION 2. EXTENSION OF CP65 FOR HIGH STRENGTH CONCRETE
2.1 Overview of Changes to CP65
2.2 Changes to CP65 : Part 1 : 1999
Clause 2.5.3 Analysis of sections for the ultimate limit state
Clause 3.4.4.2 Design charts
Clause 3.4.4.4 Design formulae for rectangular beams
Clause 3.4.4.5 Design ultimate moments of resistance (flanged beams where the neutral axis falls below the flange)
Clause 3.4.5.2 Shear stress in beams
Clause 3.4.5.3 Shear reinforcement: form, area and stress
Clause 3.4.5.4 Concrete shear stresses
Clause 3.4.5.8 Enhanced shear strength of sections close to supports
Clause 3.4.5.12 Shear and axial compression
Clause 3.5.5.2 Shear stresses
Clause 3.5.5.3 Shear reinforcement
Clause 3.6.4.6 Maximum design shear stress
Clause 3.7.6.4 Maximum design shear stress at the column face
Clause 3.7.7.2 Maximum design shear capacity
Clause 3.11.4.5 Punching shear
Clause 3.12.5.3 Minimum percentage of reinforcement
Clause 3.12.7.1 Links for containment of beam or column compression reinforcement
Clause 3.12.7.4 Minimum percentage of reinforcement
Clause 3.12.8.4 Values for design ultimate anchorage bond stress
Clause 4.3.8.2 Maximum design shear stress
Clause 4.3.8.7 Shear reinforcement where V does not exceed Vc + 0.4 bvd
Clause 4.3.8.8 Shear reinforcement where V exceeds Vc + 0.4 bvd
Section Six Concrete: materials, specification and construction
2.3 Changes to CP65 : Part 2 1996 (1999)
Section Two Clauses 2.4.5 and 2.4.6
Section Four Fire resistance
SECTION 3. GUIDE TO ENSURE PRODUCT CONFORMITY AND QUALITY FOR HIGH STRENGTH CONCRETE
3.1 Introduction
3.2 Preconstruction meeting
3.3 Trial batches
3.4 Prequalification of concrete suppliers and preconstruction testing
3.5 Quality Assurance and Quality Control
3.6 Testing
3.7 Prequalification of testing laboratories
3.8 Strength evaluation
3.9 Acknowledgement
SECTION 4. GUIDELINE ON THE SUBMISSION TO BCA FOR THE USE OF HIGH STRENGTH CONCRETE
The following information are to be submitted in the form of a report:
4.1 General Information
4.2 Information on the proposed HSC
4.3 Preconstruction Trial
4.4 Quality Assurance and Quality Control
4.5 Testing
4.6 Proposed solution in case of non-compliance
SECTION 5. DESIGN GUIDELINE FOR THE USE OF HIGH STRENGTH CONCRETE
5.1 Cover for durability
5.2 Cover as fire protection
5.3 Flexural design
5.4 Shear
Worked Example 1
Worked Example 2
Worked Example 3
Worked Example 4
Worked Example 5
Worked Example 6
Worked Example 7
Worked Example 8
5.5 Deflection
5.6 Column design
5.7 Minimum reinforcement
5.7.1 Beams and slabs
5.7.2 Columns
5.7.3 Walls
5.8 Size and pitch of links in columns
5.9 Bond and anchorage
5.10 Shrinkage
5.11 Creep
SECTION 6. SECTION 1 – COLUMN DESIGN CHARTS
6.1 Introduction
6.2 Examples of column design
Example 1: Rectangular column
Example 2: Circular column
Example 3: Rectangular column
Example 4: Rectangular column
6.3 Design Charts for Rectangular Columns
6.4 Design Charts for Circular Columns
SECTION 7. REFERENCES
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