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Examples of the design of reinforced concrete buildings to BS8110

Author: Charles E Reynolds; James C Steedman
Publisher: London : E. & F.N. Spon, 1992.
Edition/Format:   eBook : Document : English : 4th edView all editions and formats
Summary:

Following an introduction to limit-state theory, this work covers such topics as bending moments on structural members, shearing and torsional forces, beam-and-slab constructions, columns subjected  Read more...

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Genre/Form: Electronic books
Additional Physical Format: Print version:
Reynolds, Charles E. (Charles Edward).
Examples of the design of reinforced concrete buildings to BS8110.
London : E. & F.N. Spon, 1992
(DLC) 92014313
(OCoLC)25747031
Material Type: Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: Charles E Reynolds; James C Steedman
ISBN: 9780203473870 0203473876
OCLC Number: 52702547
Reproduction Notes: Electronic reproduction. [S.l.] : HathiTrust Digital Library, 2011. MiAaHDL
Description: 1 online resource (xii, 303 pages) : illustrations
Details: Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002.
Contents: Part 1 Introduction to limit-state theory: limit-state design; characteristic loads and strengths. Part 2 Loads: imposed loads on slabs and beams, garage floors, roofs, others; wind forces on buildings; dead loads; design loads. Part 3 Bending moments on structural members: continuous beams and slabs; equal spans; theoretical analysis; equal spans and uniform moments of inertia; analysis of continuous systems; precise moment distribution; design procedure; continuous beams as frame members; simplified sub-frame; applications. Part 4 Material strengths and design stresses: specification of concrete; design strengths in reinforcement. Part 5 Members subjected to bending only (ultimate limit-state): rectangular sections reinforced in tension only; rectangular sections with tension and compression reinforcement; sections of other shapes; choice of "x" and method of analysis. Part 6 Shearing and torsional forces: shearing force; shearing stress; reinforcement to resist shearing; concentrated loads on beams; shearing forces on slabs; concentrated loads on slabs; torsion; torsional stresses and reinforcement. Part 7 Bond and anchorage: bearing inside bends. Part 8 Serviceability limit-states: deflection; cracking; design charts. Part 9 Beam-and-slab construction - one-way slabs: continuous slabs; flanges of beams; freely-supported slabs; cantilevered slabs; concentrated loads on slabs; continuous secondary beams; fascia beams; main beams; freely-supported beams. Part 10 Beam-and-slab construction - two-way slabs: freely-supported slabs; slabs restrained along edges; reinforcement at corners; loads on supporting beams; concentrated loads. Part 11 Flat slabs: simplified method; rigorous analytical method. Part 12 Other designs of floor: garage floor; solid slab; hollow-tile slab; precast slabs. Part 13 Columns subjected to axial loads only: effective height; reinforcement in columns; short columns; examples; application to interior columns. Part 14 Columns subjected to bending: bending moments on columns; exterior columns; interior columns; stiffnesses of columns and beams; analysis of rectangular sections; unsymmetrical reinforcement; circular sections; sections of other shapes; bending about two axes; slender columns; application to exterior columns; effects of wind; columns supporting flat slabs. Part 15 Walls: types of walls; loadbearing walls; design of plain and reinforced concrete walls; panel walls; basement retaining walls. Part 16 Stairs. Part 17 Foundations: independent bases; combined bases; strip footing; raft; piles. Part 18 Structural stability: horizontal ties; peripheral ties; internal ties; column/wall ties; tie reinforcement. Part 19 Fire resistance. Appendices: Design of a building - drawings and calculations; metric-imperial conversion factors.
Responsibility: Charles E. Reynolds and James C. Steedman.

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