(Ebook) Reinforced Concrete Masonry Construction Inspectors Handbook 7th Edition by John Chrysler ISBN 9780940116511 0940116510

(Ebook) Reinforced Concrete Masonry Construction Inspectors Handbook 7th Edition by John Chrysler ISBN 9780940116511 0940116510

(Ebook) Reinforced Concrete Masonry Construction Inspectors Handbook 7th Edition  by John Chrysler - Ebook PDF Instant Download/Delivery:  9780940116511, 0940116510
Full download (Ebook) Reinforced Concrete Masonry Construction Inspectors Handbook 7th Edition after payment

Product details: 

ISBN 10:   0940116510

ISBN 13: 9780940116511

Author:  John Chrysler

Reinforced Concrete Masonry Construction Inspector’s Handbook, 7th Edition - /Available March 22, 2010 from TMS/* by John Chrysler, P.E. Published by Masonry Institute of America and ICC This excellent resource, which covers all aspects of reinforced concrete masonry construction and inspection, has recently been updated and is now based on the 2009 International Building Code (IBC) and the MSJC Standards. It includes sections on terminology, materials quality control, reinforcing steel, grouting, movement joints, severe weather construction, and seismic requirements. This excellent resource also serves as a primary reference on the ICC/TMS Structural Masonry Special Inspection Examination.

Table of contents: 

SECTION 1: Introduction
1.1 General
1.2 The Inspector
1.3 Responsibilities and Duties
1.4 Equipment and Materials for the Inspector
1.5 Terminology

SECTION 2: Materials
2.1 General
2.2 Material
 2.2.1 Concrete Masonry Units
 2.2.2 Clay Masonry Units
 2.2.3 Stone Masonry Units
 2.2.4 Ceramic Tile
 2.2.5 Glass Unit Masonry
 2.2.6 Mortar
 2.2.7 Grout
 2.2.8 Reinforcement
  2.2.8.1 Deformed Reinforcement
  2.2.8.2 Joint Reinforcement
  2.2.8.3 Other Reinforcement/Metal Products
 2.2.9 Other Standards
2.3 Concrete Masonry Units
 2.3.1 General
 2.3.2 Dimensions
 2.3.3 Wide Selection of Units
 2.3.4 Component Units
 2.3.5 Storing Masonry Units
2.4 Cementitious Materials
 2.4.1 Portland Cement
 2.4.2 Plastic Cement
 2.4.3 Mortar Cement
 2.4.4 Masonry Cement
 2.4.5 Lime
2.5 Aggregates for Mortar and Grout
2.6 Reinforcing Steel
 2.6.1 General
 2.6.2 Reinforcing Bars
 2.6.3 Identification Marks
 2.6.4 Overall Bar Diameters
2.7 Joint Reinforcing Steel
 2.7.1 General
 2.7.2 Description
 2.7.3 Configuration and Size of Longitudinal and Cross Wires
 2.7.4 Material Requirements
 2.7.5 Fabrication
2.8 Water
2.9 Additives and Admixtures
2.10 Mortar
 2.10.1 General
 2.10.2 Proportions of Mortar
 2.10.3 Mortar Aggregate (Sand)
 2.10.4 Mixing
 2.10.5 Pre-Blended Mortar
 2.10.6 Retempering
 2.10.7 Color
 2.10.8 Proprietary Mortars
 2.10.9 Mortar Admixtures
2.11 Grout
 2.11.1 General
 2.11.2 Type of Grout
 2.11.3 Proportions
 2.11.4 Aggregate for Grout
 2.11.5 Mixing
 2.11.6 Grout Admixtures
 2.11.7 Anti-Freeze Compounds
 2.11.8 Ready Mixed Grout
 2.11.9 Grout Demonstration Panel
 2.11.10 Self-Consolidating Grout (SCG)

SECTION 3: Quality Control, Sampling and Testing
3.1 Quality Control
3.2 Sampling and Testing
 3.2.1 Cone Penetration Test for Consistency of Mortar
 3.2.2 Field Test for Mortar Strength
 3.2.3 Field Tests for Grout
  3.2.3.1 Field Compressive Test Specimens for Grout
  3.2.3.2 Grout Strength Requirements
3.3 Concrete Masonry Units
3.4 Prism Testing
 3.4.1 General
 3.4.2 Standard Prism Tests
 3.4.3 Tests of Masonry Prisms
 3.4.4 Specified Compressive Strength
3.5 Level of Inspection
 3.5.1 Quality Assurance Level A
 3.5.2 Quality Assurance Level B / IBC Level 1
 3.5.3 Quality Assurance Level C / IBC Level 2
3.6 Core Testing
3.7 Summary

SECTION 4: General Construction Practice and Layout
4.1 General
4.2 Materials, Handling, Storage and Preparation
4.3 Preparation of Foundation and Site
4.4 Placement and Layout
 4.4.1 General
 4.4.2 Installation
  4.4.2.1 Placing Masonry Units
  4.4.2.2 Tolerances
  4.4.2.3 Unit Installation Requirements
 4.4.3 Typical Layout of CMU Walls
4.5 Racking and Toothing
4.6 Mortar Joints

SECTION 5: Reinforcing Steel
5.1 General
5.2 Maximum Size/Amount of Reinforcing Steel
 5.2.1 Allowable Stress Design
 5.2.2 Strength Design
5.3 Spacing of Steel in Walls
5.4 Clearances of Steel in Masonry
5.5 Securing Reinforcing Steel
5.6 Location Tolerances of Bars
5.7 Lap Splices, Reinforcing Bars
5.8 Joint Reinforcement
 5.8.1 Lap Splices, Joint Reinforcement
 5.8.2 Coverage and Layout
5.9 Hooks and Bends in Reinforcing Bars
5.10 Anchorage of Shear Reinforcing Steel
5.11 Column Reinforcement
 5.11.1 Vertical Reinforcement
 5.11.2 Lightly Loaded Columns
 5.11.3 Reinforcing Tie Details
 5.11.4 Projecting Wall Columns or Pilasters
 5.11.5 Flush Wall Columns, Pilasters and Compression Steel
 5.11.6 Ties on Compression Steel in Beams
 5.11.7 Anchor Bolts
  5.11.7.1 Anchor Bolt Clearance
  5.11.7.2 Anchor Bolt Ties
  5.11.7.3 Anchor Bolts in Walls
  5.11.7.4 Embedment of Anchor Bolts

SECTION 6: Grouting of Concrete Masonry Walls
6.1 General
6.2 Mortar Protrusions
6.3 Grout Slump
6.4 Grouting Limitations
6.5 Low-Lift Grouting
6.6 Cleanouts
6.7 High-Lift Grouting
6.8 Consolidation of Grout
6.9 Grout Barriers
6.10 Use of Aluminum Equipment
6.11 Pumping Grout
6.12 Grout Demonstration Panel

SECTION 7: Special Provisions for Seismic Design and Construction
7.1 General
7.2 IBC Seismic Design Categories
 7.2.1 Seismic Design Category A
 7.2.2 Seismic Design Category B
 7.2.3 Seismic Design Category C
 7.2.4 Seismic Design Category D
  7.2.4.1 Material Restrictions
  7.2.4.2 Shear Walls
 7.2.5 Seismic Design Categories E and F

SECTION 8: Prestressed Masonry
8.1 General
8.2 Materials
8.3 Construction

SECTION 9: Special Topics or Conditions
9.1 Bracing of Walls
9.2 Pipes and Conduits Embedded in Masonry
9.3 Adjacent Work
9.4 Intersecting Structural Elements
 9.4.1 Wall to Wall
 9.4.2 Wall to Floor or Roof
9.5 Multiwythe Walls
 9.5.1 General
 9.5.2 Metal Ties for Cavity Wall Construction
 9.5.3 Metal Ties for Grouted Multiwythe Construction

SECTION 10: Movement Joints and Crack Control
10.1 General
10.2 Jointing; Control Joints and Expansion Joints
 10.2.1 Sources of Movement
 10.2.2 Properties of Concrete Masonry Units
 10.2.3 Environmental Factors
 10.2.4 Design/Construction Deficiencies
10.3 Crack Control
10.4 Control Joints
10.5 Expansion Joints
10.6 Summary
10.7 Crack Repair

SECTION 11: Construction in Severe Weather Conditions
11.1 Cold Weather Masonry Construction
 11.1.1 General
 11.1.2 Construction
 11.1.3 Placing Grout and Protection
 11.1.4 Protection
 11.1.5 Summary of Recommended Practices
11.2 Hot Weather Masonry Construction
 11.2.1 General
 11.2.2 Performance
 11.2.3 Handling and Selection of Materials
 11.2.4 Construction Procedure
 11.2.5 Summary of Recommended Practices
11.3 Wet Weather Masonry Construction
 11.3.1 General
 11.3.2 Performance
 11.3.3 Construction Procedures
 11.3.4 Protection

SECTION 12: Masonry Inspection Checklist
12.1 General
12.2 Inspector's Checklist
 12.2.1 Pre-Construction Verification
 12.2.2 Start-Up Observations
 12.2.3 Pre-Placement Observations
  12.2.3.1 Materials
  12.2.3.2 Project Conditions
 12.2.4 Workmanship
  12.2.4.1 Mortar Mixing Observation
  12.2.4.2 Grout Observations
  12.2.4.3 Construction
 12.2.5 Construction Details

SECTION 13: Masonry Units
13.1 Evaluation Reports
13.2 Typical Concrete Masonry Units
 13.2.1 Precision Units
 13.2.2 Slumped Blocks
 13.2.3 Custom Face Units
 13.2.4 Split Face Units
 13.2.5 Ground Faced (Burnished) Units
 13.2.6 Special Proprietary Units
13.3 Length, Height and Quantities in Concrete Masonry Walls
 13.3.1 Length and Height of Walls
 13.3.2 Quantities of Materials

SECTION 14: Glossary of Terms

SECTION 15: References

SECTION 16: Index

People also search for:

reinforced concrete masonry construction inspector's handbook 10th edition
    
reinforced concrete masonry construction inspector's handbook pdf
    
reinforced concrete masonry construction inspector's handbook tenth edition pdf
    
reinforced concrete masonry construction inspector's handbook eleventh edition
    
masonry vs reinforced concrete

Tags: John Chrysler, Reinforced Concrete Masonry, Construction Inspectors