Masonry Magazine June 2008 Page. 37

Masonry Magazine June 2008 Page. 37

Masonry Magazine June 2008 Page. 37
Structural design of AAC masonry

AAC MASONRY IS DESIGNED according to the provisions of Appendix A of the MSJC Code (MSJC 2008), referenced by model codes throughout the United States. Design of AAC masonry is similar to strength design of clay or concrete masonry and is based on a specified compressive strength. Compliance with that specified compressive strength is verified by compressive strength testing of AAC cubes, using ASTM C1386, when the masonry-type elements of AAC are fabricated. Extensive practical guidance on design with AAC masonry is provided in the 5th edition of the Masonry Designers Guide (MDG 2007).

Combinations of flexure and axial load

AAC MASONRY IS DESIGNED for combinations of flexure and axial load using the same principles as for the strength design of clay or concrete masonry. Nominal capacity is computed assuming plane sections, tension steel at yield, and an equivalent rectangular compression block.

Bond and development of reinforcement

REINFORCEMENT in AAC masonry consists of deformed reinforcement placed in grouted vertical cores or bond beams and surrounded by masonry grout. Development and splice requirements for deformed reinforcement in grout are identical to those used for clay or concrete masonry. Conservatively, the AAC material is not considered when calculating cover for splitting resistance.

Shown is an AAC hotel in Las Palmas, Mexico, where AAC is used as structure and envelope. Image courtesy of AADRA

Shear and bearing

AS WITH CLAY or concrete masonry, the shear resistance of AAC masonry is computed as the summation of a shear resistance due to the AAC itself, and a shear resis-

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Masonry Magazine December 2012 Page. 45
December 2012

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Masonry Magazine December 2012 Page. 46
December 2012

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Masonry Magazine December 2012 Page. 47
December 2012

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Masonry Magazine December 2012 Page. 48
December 2012

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