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MASONRY DESIGN GOES DIGITAL! Masonry Design is now an entirely digital publication. Click on the cover image above and enjoy a new online reading experience. Be sure to subscribe to the new digital version. In the January / February 2010 issue: Solving Seismic Requirements for Masonry Joint Reinforcing, Anchors and Ties Today, designers have seismic design categories A – E, which define the degree of protection provided to the public against the potential hazards due to earthquakes. The seismic design categories are based on the expected level of seismicity in a geographic area and the type of building. For example, seismic design category A has the least risk of an earthquake and few additional design requirements, while E is required to meet the strictest seismic design provisions to minimize risk of failure during an earthquake. Test Methods for Field Determination of Water Penetration and Leakage Through Masonry Facades Two common, standardized test methods for evaluating overall water penetration resistance are available. The equipment from other standardized methods also has been adapted through the years to perform qualitative testing to evaluate water penetration resistance and to recreate leakage paths in building façade components. The methods most commonly used are described in this article and data obtained from the methods discussed. Also: • Editor's Letter • Minimizing Masonry Litigation • Industry News • New Products • Masonry International • Endcap Add this page to your favorite Social Bookmarking websites  |
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