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Examples of the Design of Reinforced Concrete Buildings to BS8110 By Charles E. Reynolds

Examples of the Design of Reinforced Concrete Buildings to BS8110 by Charles E. Reynolds

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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 to axial loads and bending, bond and anchorage, structural stability and fire resistance.

Examples of the Design of Reinforced Concrete Buildings to BS8110 Summary

Examples of the Design of Reinforced Concrete Buildings to BS8110 by Charles E. Reynolds

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 to axial loads and bending, bond and anchorage, structural stability and fire resistance.

Table of 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.

Additional information

GOR010405897
Examples of the Design of Reinforced Concrete Buildings to BS8110 by Charles E. Reynolds
Used - Good
Hardback
Taylor & Francis Ltd
1992-08-13
336
0419169903
9780419169901
N/A
Book picture is for illustrative purposes only, actual binding, cover or edition may vary.
This is a used book - there is no escaping the fact it has been read by someone else and it will show signs of wear and previous use. Overall we expect it to be in very good condition, but if you are not entirely satisfied please get in touch with us.

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