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    Designed primarily as a text for undergraduate students of Civil Engineering for their first course on Limit State Design of Reinforced Concrete, this compact and well-organized text covers all the fundamental concepts in a highly readable style. The text conforms to the provision of the latest revision of Indian Code of Practice for Plain and Reinforced Concrete, IS : 456 (2000).

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    IStructE EC2 (Concrete) Design Manual 9 Foreword The Eurocode for the Design of Concrete Structures(EC2) is likely to be published as a Euronorm (EN) in the next few years. The prestandard (ENV) for EC2 has now been avail-able since 1992. To facilitate its familiarisation the Institution of Structural Engineers and

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    A) Flexural Strength of Reinforced Concrete Beams and Slabs 1. Introduction The design of reinforced concrete structural members may be done by two different methods. One, called working stress design (WSD), is based on the straight-line distribution of compressive stress in the concrete (Fig. 1), covered in Appendix B by ACI 318.

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    Working Stress Design is called Alternate Design Method by NSCP (National Structural Code of the Philippines) and ACI (American Concrete Institute, ACI). Code Reference NSCP 2010 Section 424: Alternate Design Method ACI 318 Appendix A: Alternate Design Method Notation fc = allowable compressive stress of concrete fs = allowable tesnile stress of steel reinforcement f'c =

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