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Masonry Chronicles
Masonry Chronicles is published four times per year and features articles on structural design, building codes and specifications, testing, inspection and construction.


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HIGH SUPPLEMENTAL CEMENTITIOUS MATERIAL (SCM) GROUT PHASE 2 AND 3 RESEARCH
Reducing the amount of Portland cement used in construction has important environmental benefits in terms of both the energy used to manufacture the cement as well as in lower CO2 emissions. To improve the sustainability of concrete masonry construction, research was conducted to determine the viability of replacing up to 80% of the Portland cement in masonry grout with recycled materials. Various combinations of Class F fly ash and ground granulated blast furnace slag (GGBFS) were used to replace up to 80% by weight of the Portland cement in masonry grout. The resulting grouts were compression tested in accordance with ASTM C1019 at time intervals from 7 to 180 days.
 
Past Issues
 
CONCENTRATED LOADS ON MASONRY WALLS
 
Openings in Concrete Masonry Walls (Part III): Out-of-Plane Forces
 
Design of Anchor Bolts in Concrete Masonry
 
Going Green with Concrete Masonry Grout
 
OPENINGS IN CONCRETE MASONRY (Part II)
 
OPENINGS IN CONCRETE MASONRY
 
Green Building and Concrete Masonry
 
Reinforcement Development and Lap Splices in Reinforced Concrete Masonry
 
Compliance with f’m
 
Maximum Reinforcement and Ductility in Concrete Masonry Shear Walls

 
The Comparison of 2006 IBC and 1997 UBC Provisions for the Shear Resistance of Concrete
 
The Effects of Axial Load on the Strength Design of Slender Out-of-Plane Concrete Masonry Walls
 
Comparison of the Effects of Axial Load on Out-of-Plane Slender Walls: Allowable Stress Design
 
Comparison of the 2006 IBC and 1997 UBC Provisions for the Design of Shear Walls Subjected to In-Plane Axial and Flexural Loads

 
California DSA/SS & OSHPD Requirements for Masonry: An Example of Enhanced Masonry Design
 
Quality Assurance of Concrete Masonry: 1997 UBC vs. 2006 IBC

 
Anchorage of Concrete Masonry Elements
 
Concrete Masonry and the Boom in Mid-Rise Residential Construction

 
Earth Rain Wind and Fire Valuing Nature's Gifts.
 
In-Place Testing of CMU Walls Another Alternative

 
Hot Weather Masonry Construction Limiting Your Exposure

 
Out- of-Plane Design of Masonry Walls
 
Examples to Illustrate the Differences Between the 1997 UBC and the 2002 MSJC Code Part II:In-Plane Loads on Masonry Walls

 
Examples to Illustrate the Differences Between the 1997 UBC and the 2002 MSJC Code Part I:Out-of-Plane Loads on Masonry Walls

 
Comparison of the 1997 UBC and the 2002 MSJC

 
Movement Control Joints
 
Shrinkage Cracks in Concrete Masonry
 
Rigidity Calculations for Walls with Openings
 
Design of Masonry Piers
 
Codes and Specifications Understanding and Working through the Maze Testing, Inspection and Construction- Part III
 
Codes and Specifications Understanding and Working through the Maze Structural Design Provisions - Part II
 
Codes and Specifications Understanding and Working through the Maze Material and Product Standards - Part I
 
Masonry Shear Walls Reflect Beautiful Structural Engineering

 
The
concrete masonry association of California and Nevada (CMACN), a non profit professional organization established in October 1977, committed to strengthening the masonry industry in California and Nevada.

The 2011 Concrete Masonry Design Awards Public/Civic Design Merit Award:
FREMONT TACTICAL TRAINING CENTER



The 2011 Concrete Masonry Design Awards Educational Design Grand Award:
RAY BIZJACK ARTS VILLAGE AT WESTERLY SCHOOL

©2007 Concrete Masonry Association of California and Nevada