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Titlebook: Eurocode 2 Design Data for Reinforced Concrete Columns; Kar Chun Tan Book 2019 Springer Nature Singapore Pte Ltd. 2019 Axial load.Bending

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书目名称Eurocode 2 Design Data for Reinforced Concrete Columns
编辑Kar Chun Tan
视频video
概述Describes the Eurocode 2 design data for reinforced concrete columns.Helps engineers to rapidly produce outputs for integration into architectural layout plans, and to avoid design errors.Presents the
图书封面Titlebook: Eurocode 2 Design Data for Reinforced Concrete Columns;  Kar Chun Tan Book 2019 Springer Nature Singapore Pte Ltd. 2019 Axial load.Bending
描述.This book was written to facilitate column sizing and reinforcement design for structural engineers. It arranges the design data in a clearly structured manner, and provides quick and easy ways for engineers to compare the feasibility of multiple alternatives (various column sizes and reinforcement configurations). With the help of this book, engineers can rapidly produce outputs for architects, which the latter can incorporate into their architectural layout plans. These outputs can also benefit quantity surveyors, especially for costing purposes, and help avoid careless design errors.​ .The book is chiefly intended for structural engineers who implement Eurocode 2 for reinforced concrete design. To gain the most from it, readers should possess a basic understanding of column design, e.g. the stresses and forces produced in columns and their reinforcements when subjected to axial load and bending moment. However, the book also provides explanatory notes for the design data tables, allowing them to be used without prior background knowledge..
出版日期Book 2019
关键词Axial load; Bending moment; Structural columns; Steel structures; Concrete structures; EC2 structures; Con
版次1
doihttps://doi.org/10.1007/978-981-13-6841-7
isbn_ebook978-981-13-6841-7
copyrightSpringer Nature Singapore Pte Ltd. 2019
The information of publication is updating

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lumns and their reinforcements when subjected to axial load and bending moment. However, the book also provides explanatory notes for the design data tables, allowing them to be used without prior background knowledge..978-981-13-6841-7
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Medienmanagement und E-Businessarger dimension (depth) to smaller dimension (width) is not more than 4. This chapter explained the method used to determine cross-sectional resistance of a reinforced concrete column, i.e. ultimate axial resistance as well as axial and bending resistances under balanced failure. Brief write-up of c
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https://doi.org/10.1007/978-3-642-48550-3r commonly used rectangular columns reinforced by up to 16 numbers of 16-mm-diameter rebar in all possible configurations. The column sizes ranged from 150 to 600 mm width with depth-to-width ratio from 1:1 to 4:1. For a compression member, concrete strength plays essential role. Therefore, the desi
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https://doi.org/10.1007/978-3-642-49786-5or commonly used rectangular columns reinforced by up to 16 numbers of 20-mm-diameter rebar in all possible configurations. The column sizes ranged from 150 to 600 mm width with depth-to-width ratio from 1:1 to 4:1. For a compression member, concrete strength plays essential role. Therefore, the des
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