318K-11 Building Code Requirements for Structural Concrete and Commentary (Korean)

318K-11 Building Code Requirements for Structural Concrete and Commentary (Korean)
KEPIC 전력산업기술기준, SG 일반구조 — SGB 철근콘크리트구조

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This is a licensed translation of ACI 318-11 produced by KEA for use in the Korea Electric Power Industry Code (KEPIC). This translation has not been reviewed or approved by ACI.

Quantity discounts are not available for this publication.

Description

The “Building Code Requirements for Structural Concrete” (“Code”) covers the materials, design, and construction of structural concrete used in buildings and where applicable in nonbuilding structures. The Code also covers the strength evaluation of existing concrete structures.

Among the subjects covered are: contract documents; inspection; materials; durability requirements; concrete quality, mixing, and placing; formwork; embedded pipes; construction joints; reinforcement details; analysis and design; strength and serviceability; flexural and axial loads; shear and torsion; development and splices of reinforcement; slab systems; walls; footings; precast concrete; composite flexural members; prestressed concrete; shells and folded plate members; strength evaluation of existing structures; provisions for seismic design; structural plain concrete; strut and-tie modeling in Appendix A; alternative design provisions in Appendix B; alternative load and strength reduction factors in Appendix C; and anchoring to concrete in Appendix D.

The quality and testing of materials used in construction are covered by reference to the appropriate ASTM standard specifications. Welding of reinforcement is covered by reference to the appropriate American Welding Society (AWS) standard.

Uses of the Code include adoption by reference in general building codes, and earlier editions have been widely used in this manner. The Code is written in a format that allows such reference without change to its language. Therefore, background details or suggestions for carrying out the requirements or intent of the Code portion cannot be included. The Commentary is provided for this purpose. Some of the considerations of the committee in developing the Code portion are discussed within the Commentary, with emphasis given to the explanation of new or revised provisions. Much of the research data referenced in preparing the Code is cited for the user desiring to study individual questions in greater detail. Other documents that provide suggestions for carrying out the requirements of the Code are also cited.

Keywords: admixtures; aggregates; anchorage (structural); beam-column frame; beams (supports); building codes; cements; cold weather construction; columns (supports); combined stress; composite construction (concrete and steel); composite construction (concrete to concrete); compressive strength; concrete construction; concrete slabs; concretes; construction joints; continuity (structural); contract documents; contraction joints; cover; curing; deep beams; deflections; earthquake-resistant structures; embedded service ducts; flexural strength; floors; folded plates; footings; formwork (construction); frames; hot weather construction; inspection; isolation joints; joints (junctions); joists; lightweight concretes; load tests (structural); loads (forces); materials; mixing; mixture proportioning; modulus of elasticity; moments; pipe columns; pipes (tubing); placing; plain concrete; precast concrete; prestressed concrete; prestressing steels; quality control; reinforced concrete; reinforcing steels; roofs; serviceability; shear strength; shear walls; shells (structural forms); spans; splicing; strength; strength analysis; stresses; structural analysis; structural concrete; structural design; structural integrity; T-beams; torsion; walls; water; welded wire reinforcement.

 

Document Details

Author: Korea Electric Association

Publication Year: 2016

Pages: 1025.00

ISBN: 9781942727842

Categories: Codes

Formats: PDF or Protected PDF/Web View

Table of Contents

INTRODUCTION

CHAPTER 1—GENERAL REQUIREMENTS

CHAPTER 2—NOTATION AND DEFINITIONS

CHAPTER 3—MATERIALS

CHAPTER 4—DURABILITY REQUIREMENTS

CHAPTER 5—CONCRETE QUALITY, MIXING, AND PLACING

CHAPTER 6—FORMWORK, EMBEDMENTS, AND CONSTRUCTION JOINTS

CHAPTER 7—DETAILS OF REINFORCEMENT

CHAPTER 8—ANALYSIS AND DESIGN—GENERAL CONSIDERATIONS

CHAPTER 9—STRENGTH AND SERVICEABILITY REQUIREMENTS

CHAPTER 10—FLEXURE AND AXIAL LOADS

CHAPTER 11—SHEAR AND TORSION

CHAPTER 12—DEVELOPMENT AND SPLICES OF REINFORCEMENT

CHAPTER 13—TWO-WAY SLAB SYSTEMS

CHAPTER 14—WALLS

CHAPTER 15—FOOTINGS

CHAPTER 16—PRECAST CONCRETE

CHAPTER 17—COMPOSITE CONCRETE FLEXURAL MEMBERS

CHAPTER 18—PRESTRESSED CONCRETE

CHAPTER 19—SHELLS AND FOLDED PLATE MEMBERS

CHAPTER 20—STRENGTH EVALUATION OF EXISTING STRUCTURES

CHAPTER 21—EARTHQUAKE-RESISTANT STRUCTURES

CHAPTER 22—STRUCTURAL PLAIN CONCRETE

APPENDIX A

APPENDIX B

APPENDIX C

APPENDIX D

APPENDIX E

APPENDIX F

COMMENTARY REFERENCES

INDEX

ERRATA INFO

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