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TEK 10-2C National Concrete Masonry Association, Control Joints for Concrete Masonry WallsEmpirical Method Available from the National Concrete Masonry Assn.

Control Joint Spacing: Empirical Method Related TEK: 10-2C, 10-3, 14-22 Keywords: compressive strength, concrete brick, dimensions, face shell and web thick-2012 editions of the International Building Code (IBC) (ref. 1), commonly accept more current editions of ASTM standards than that referenced in the code, as they represent state-of-the-art requirements. [2] NCMA TEK 10-2C, Control Joints for Concrete Masonry Walls – Empirical Method, 2010 and NCMA TEK Note 10- 10-4, Crack Control for Concrete Brick and Other Concrete Masonry Veneers, 2001. The decision to utilize this information is not within the purview of the MIM, and persons making use of this information do so at their own risk. Teck Multiconductor Cable, 600 Volt, 4 Conductor, 12 AWG, Stranded Bare Copper, XLPE, PVC, AIA, PVC, CSA, FT4 2019-03-07 · NCMA TEK 10-2C. COPYRIGHT WALKOWICZ CONSULTING ENGINEERS 2019 32 Consider load balancing to reduce eccentric loading and keep bearing plate loose Using the Empirical Method in NCMA TEK 10-2B, Table 1 calls for a length to height ratio of 1.5 not to exceed 25ft. This assumes you have wire every 16” o.c.

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Teck Multiconductor Cable, 600 Volt, 4 Conductor, 12 AWG, Stranded Bare Copper, XLPE, PVC, AIA, PVC, CSA, FT4

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NCMA TEK 10-2C and 10-3 provide design guidance for movement joint placement and spacing; the code does not give specific recommendations. Typically, CMU movement (control) joints will be spaced between 20 feet and 25 feet on center.

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NCMA TEK 19-5A – Flashing Details for Concrete Masonry Walls 2 - based on NCMA TEK 10-2C (2010) or TEK 10-3 3 - based on NCMA TEK 10-2C (2010), Figure 2c or Figure 2d (page 3) 4 - based on NCMA TEK 10-2C (2010), Figure 2a or Figure 2b (page 3) 5 - based on NCMA TEK 10-3 6 - based on ASTM C476 as referenced in TMS 602-13 Speciﬁcation Section 2.2 www.forsei.com 4 Teck Multiconductor Cable, 600 Volt, 4 Conductor, 12 AWG, Stranded Bare Copper, XLPE, PVC, AIA, PVC, CSA, FT4 NCMA TEK 10‐2C Control Joints For Concrete Masonry Walls ‐ Empirical Method Click here for Tek Note NCMA TEK 10‐3 Control Joints For Concrete Masonry Walls‐ Alternative Engineered Method Click here for Tek Note 43300 SEVEN MILE ROAD, NORTHVILLE, MICHIGAN 48167 C946 - 91(1996)e1 Standard Practice for Construction of Dry-Stacked, Surface-Bonded Walls , dry stacked, fiber reinforced, mortar, packaged, surface bonding Per NCMA Tek Note 10-2C and 10-4, proper control joint spacing is required for all concrete masonry walls.
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The empirical method is the most commonly used method and is applicable to most conventional building types.

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Shrinkage cracking and crack control strategies are covered in more detail in TEK 10-1A, TEK 10-2B, and TEK 10-3 (ref. 1, 2, and 3). The next leading cause of cracking in concrete masonry walls is differential settlement due to uneven support of the foundation. NCMA TEK 19-2B 1 DESIGN FOR DRY SINGLE-WYTHE CONCRETE MASONRY WALLS TEK 19-2B Water Penetration Resistance (2012) INTRODUCTION Single-wythe concrete masonry walls are cost competitive because they provide structural form as well as an attractive and durable architectural facade.

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SUMMARY Diaphragm walls provide several benefi-cial features and are applicable to a wide variety of projects. Constructing reinforced concrete From the Empirical Method of TEK 10-2c, the maximum recommended distance between vertical joints for the veneer wythe without openings and with horizontal joint reinforcement of 0.025 in2/ft of height is the lesser of a) 25 ft or b) a length to height ratio of 1.5. The joint reinforcement uses 2-#9 wire TEK 10-2C National Concrete Masonry Association, Control Joints for Concrete Masonry WallsEmpirical Method Available from the National Concrete Masonry Assn.

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