راهنمای طراحی سازه های بتن آرمه ACI Design Handbook

[تصویر: SP17-09.jpg]توضیحات:
Year of Publication: 2009
Number of Pages: 252

Abstract: This publication provides information for the engineering design and analysis of beams, one-way slabs, footings, pile caps, columns, and seismic design in accordance with ACI 318-05. Information is presented in three sections: Explanatory Material, Design Examples, and Design Aids. The Introduction of each chapter includes explanatory material that provides the engineer with concise background of the subject. The Design Examples illustrate the use of the Design Aids, which are tables and graphs intended to eliminate routine and repetitious calculations.


Keywords: axial loads; beams (supports); bending moments; biaxial bending; buckling; columns (supports); compression controlled sections; concrete piles; concrete slabs; cracking; deflection; eccentricity; flanges; flexural strength; footings; frames; load factors; loads (forces); long columns; moments of inertia; pile caps; punching shear; reinforced concrete; reinforcement; shear strength; slenderness ratio; special moment frames; spiral reinforcement; splicing; stiffness; strength analysis; strength reduction factors; structural analysis; structural design; T-beams; tension controlled sections; torsion.

Contents: Chapter 1—Design for flexure, p. 3

1.1—Introduction

1.2—Nominal and design flexural strengths (Mn and φMn)

1.3—Minimum flexural reinforcement

1.4—Placement of reinforcement in sections

1.5—Flexure examples

1.6—Flexure design aids


Chapter 2—Design for shear, p. 29

2.1—Introduction

2.2—Shear strength of beams

2.3—Designing shear reinforcement for beams

2.4—Shear strength of two-way slabs

2.5—Shear strength with torsion and flexure

2.6—Shear design examples

2.7—Shear design aids


Chapter 3—Short column design, p. 59

3.1—Introduction

3.2—Column sectional strength

3.3—Columns subjected to biaxial bending

3.4—Column examples

3.5—Column design aids


Chapter 4—Design of slender columns, p. 167

4.1—Introduction

4.2—Slenderness ratio

4.3—Lateral bracing and designation of frames as non-sway

4.4—Design of slender columns

4.5—Slender column examples

4.6—Slender column design aids


Chapter 5—Footing design, p. 189

5.1—Introduction

5.2—Foundation types

5.3—Allowable stress design and strength design

5.4—Structural design

5.5—Footings subject to eccentric loading

5.6—Footings examples


Chapter 6—Seismic design, p. 205

6.1—Introduction

6.2—Limitations on materials

6.3—Flexural members of special moment frames

6.4—Special moment frame members subjected to bending and axial load

6.5—Joints of special moment frames

6.6—Members of intermediate moment frames

6.7—Members not designed as part of the lateral-force-resisting system

6.8—Seismic design examples

6.9—Seismic design aids


Chapter 7—References, p. 229

7.1—Referenced standards and reports

7.2—Cited references


Appendix A—Reference tables, p. 231

Appendix B—Analysis tables, p. 237

Appendix C—Sectional properties, p. 251

mod: posted file contains only the main chapters excluding appx & reference chapter

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کتاب عوارض بار در سازه های بتنی

Time Effects in Concrete Structures

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Time Effects in Concrete Structures (Developments in Civil Engineering, Vol 23)
By R. I. Gilbert

Publisher: Elsevier Science Ltd
Number Of Pages: 336
Publication Date: 1988-09
ISBN-10 / ASIN: 0444704736
ISBN-13 / EAN: 9780444704733


Product Description:

The inability of designers of concrete structures to recognize and quantify the non-linear effects of cracking, creep and shrinkage is a common cause of serviceability failure. Such failures include excessive deflection, camber and/or shortening of members and excessive cracking which may cause aesthetic or durability problems. This book provides practising engineers with practical and usable techniques for predicting the non-linear effects of creep and shrinkage on the in-service behaviour of concrete structures. Both cracked and uncracked reinforced, prestressed, and composite members subjected to sustained loads or sustained deformations are considered. Analytical procedures are developed for the calculation of instantaneous and time-dependent stresses and deformations on cross-sections in both simple and continuous members. Numerous self-contained worked examples which clearly illustrate the analytical procedures are included. A wide variety of practical situations is considered. Listings of microcomputer programs for a number of the analyses are also presented.

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