314RS-11 SPANISH Guide to Simplified Design for Reinforced Concrete Buildings - Spanish Version

314RS-11 SPANISH Guide to Simplified Design for Reinforced Concrete Buildings - Spanish Version
314RS-11 Guía para el diseño simplificado de edificaciones de concreto reforzado, versión en español

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SPANISH VERSION

Description

For Buildings of Limited Size and Height, based on ACI 318-11 and IPS-1, "Essential Requirements for Reinforced Concrete Buildings"

This guide presents simplified methods and design techniques that facilitate and speed the engineering of low-rise buildings within certain limitations. Material is presented in an order that follows typical design process with procedures introduced as the designer will need them in the course of a building design.

Keywords: analysis, frame; analysis, section; concrete quality, mixing, and placing; construction, low-rise building; design, foundation; design, seismic; design, simplified; design, structure; inspection; layout, structure; specifications; structures, low-rise.

 

Document Details

Author: ACI Committee 314

Publication Year: 2013

Pages: 181

ISBN:

Formats: PDF

This document is Historical

Table of Contents

Acknowledgments

Foreword

Preface

Chapter 1—General

1.1—Scope

1.2—Purpose

1.3—Limitations

1.4—Supporting codes and standards

1.5—Notation and definitions

1.6—Design and construction procedure

1.7—Limit states

1.8—Strength design

1.9—Serviceability design

Chapter 2—Notation and definitions

2.1—Notation

2.2—Definitions

Chapter 3—Structural system layout

3.1—Description of structural components

3.2—General

3.3—Structural layout

3.4—Feasibility of guide usage

Chapter 4—Loads

4.1—General

4.2—Load factors and load combinations

4.3—Mass and weight

4.4—Weight of materials

4.5—Dead loads

4.6—Live loads

4.7—Roof live loads

4.8—Rain load

4.9—Snow load

4.10—Wind loads

4.11—Seismic loads

4.12—Soil weight and lateral pressure

4.13—Lateral loads

4.14—Lateral-force-resisting system

4.15—Minimum amount reinforced concrete structural walls

Chapter 5—General reinforced concrete information

5.1—Scope

5.2—Materials for reinforced concrete

5.3—Minimum and maximum reinforcing bar diameter

5.4—Concrete cover for reinforcement

5.5—Minimum reinforcement bend diameter

5.6—Standard hook dimensions

5.7—Maximum aggregate size

5.8—Development length, lap splicing, and anchorage of reinforcement

5.9—Longitudinal reinforcement

5.10—Transverse reinforcement

5.11—Flexure

5.12—Axial loads with or without flexure

5.13—Shear

5.14—Bearing

Chapter 6—Floor system

6.1—Types of floor systems

6.2—Selection of floor system

6.3—Structural integrity

6.4—One-way and two-way load paths

6.5—Minimum depth for floor system members

6.6—Trial dimensions for floor system

6.7—Floor finish

6.8—Ducts, shafts, openings, and embedded piping

Chapter 7—Solid slabs supported on girders, beams, joists, or reinforced concrete walls

7.1—General

7.2—Loads

7.3—Reinforcement details

7.4—Shear strength

7.5—Slab between joists

7.6—Cantilevers of slabs supported on girders, beams, or walls

7.7—One-way single-span solid slabs spanning between girders, beams, or reinforced concrete walls

7.8—One-way solid slabs supported on girders, beams, or walls, with two or more spans

7.9—Two-way solid slabs spanning between girders, beams, or reinforced concrete walls

Chapter 8—Girders, beams, and joists

8.1—General

8.2—Loads

8.3—Reinforcement types

8.4—Longitudinal reinforcement

8.5—Transverse reinforcement

8.6—Joists and beams supported by girders

8.7—Girders that are part of a frame

Chapter 9—Slab-column systems

9.1—General

9.2—Loads

9.3—Dimensional limits

9.4—Reinforcement details

9.5—Shear strength

9.6—Minimum slab thickness as required by punching shear

9.7—Minimum slab thickness as required by beam action shear

9.8—Flexure

9.9—Calculation of support reactions

Chapter 10—Columns

10.1—General

10.2—Loads

10.3—Dimensional limits

10.4—Reinforcement details

10.5—Flexure

10.6—Shear

10.7—Calculation of foundation reaction

Chapter 11—Seismic resistance

11.1—Special reinforcement details for seismic zones

11.2—Interaction with nonstructural elements

Chapter 12—Reinforced concrete walls

12.1—General

12.2—Loads

12.3—Dimensional limits

12.4—Reinforcement details

12.5—Flexure

12.6—Shear

12.7—Calculation of reactions at foundation

12.8—Core walls

Chapter 13—Other structural members

13.1—Stairways and ramps

13.2—Small water tanks (for potable water storage)

Chapter 14—Foundations

14.1—Soil investigation

14.2—Allowable soil-bearing capacity

14.3—Settlement criteria

14.4— Dimensioning foundation members

14.5—Spread footings

14.6—Wall footings

14.7—Combined footings

14.8—Piles and caissons

14.9—Footings on piles

14.10—Foundation mats

14.11—Retaining walls

14.12—Grade beams (foundation beams)

14.13—Slabs-on-ground

Chapter 15—Drawings and specifications

15.1—General

15.2—Structural drawings

15.3—Project specifications

Chapter 16—Construction

16.1—Introduction

16.2—Concrete mixture proportioning

16.3—Placing reinforcement

16.4—Concrete mixing and transportation

16.5—Concrete strength evaluation

16.6—Concrete curing

16.7—Form removal

16.8—Inspection

Chapter 17—References

17.1 — Referenced standards and reports

Appendix A—Comparison by topic of ACI 314R-11

to ACI 318-11, IBC 2009, and ASCE 7-10, p. 128

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