Rreinforced Concrete








Reinforced Concrete

Design Theory and Examples

Second edition

T.J.MACGINLEY Formerly of Nanyang Technological Institute, Singapore

B.S.CHOO Nottingham University, UK

Chapter 14, Tall Buildings, contributed by Dr J.C.D.Hoenderkamp, formerly of Nanyang

Technological Institute, Singapore



9.8 Column section subjected to axial load and moment—unsymmetrical reinforcement. Approximate method from CP110

9.9 Column section subjected to axial load and biaxial bending

9.10 Column section subjected to axial load and biaxial bending—BS8110 method

9.11 Effective heights of columns—simplified and rigorous methods

9.12 Slender column 10.1 Wall subjected to axial load and in-plane moments using design chart

10.2 Wall subjected to axial load and in-plane moments concentrating steel in end zones

10.3 Wall subjected to axial load, transverse and in-plane moments

10.4 Plain concrete wall

11.1 Axially loaded base

11.2 Eccentrically loaded base

11.3 Footing for pinned base steel portal

11.4 Combined base

11.5 Loads in pile group

11.6 Pile cap

12.1 Cantilever retaining wall

12.2 Counterfort retaining wall

13.1 Simplified analysis of concrete framed building—vertical load

13.2 Wind load analysis—portal method

13.3 Wind load analysis—cantilever method

13.4 Design of multi-storey reinforced concrete framed buildings

15.1 Section design using computer program based on Example 4.7

15.2 Beam design using computer program based on Example 7.2

15.3 Beam deflection using computer program based on Example 6.2

15.4 Column analysis using computer program based on Example 9.3

15.5 Column design using computer program based on Example 9.4


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