RC design

Method Statement for Construction of Low-rise Building

Table of Contents
1. Introduction
2. Summary of RC structure Dimension
3. Specification for Reinforced Concrete Structures
4. Competent Persons for Constructions of the Low-rise Building (LRB) Structure
5. Plants
6. Labour
7. General Construction Methodology
8. Construction Procedure
9. Site Logistic Plan
10. Environmental Protection Measures
11. Contingency Plan
Appendix A –
Appendix B – Design Calculation for Floor span
Appendix C – Design Calculation for Column
Appendix D – Design Calculation for Beam
Appendix E – Design Calculation for Wall
Appendix F – Design Drawing
Appendix G – Design Calculation for Floor span

1. Introduction This submission presents the method statement and corresponding temporary work design for the construction of low-rise building (LRB). Footing foundation will be chosen for the foundation of structure. Design calculation and drawing for the structure, including beams, columns, foundations, walls, floor slabs will be shown in the following categories. Furthermore, formwork will be adopted for the construction of structure and timber formwork will be the first priority.
2. Summary of RC Structure Dimension
Element
Member Size (mm)
Type of formwork
Foundation

Timber
Slab
250
Timber
Beam
500 x 500 x 5000
Timber
Wall
150
Timber
Column
500 x 500
Timber
3. Specification for Reinforced Concrete Structures
All concrete works shall conform to the General Specification as following:
Elements
Grade
Column
Wall
Beam
Slab
Blinding layer
Reinforcement
35
35
35
35
35
260, 460 MPa

4. Competent Persons for Constructions of the Low-rise Building (LRB) Structure
Construction Manager & Engineer – He shall supervise all technical items of construction works of MPS 2 structure, but not limited to the following items:
1. To handle the difficulties during the construction.
2. All required tests arrangement and Submission to the