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Tek 10-2b

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Öppnare för nedladdade filer. TEK. Installera valfria produkter - FileViewPro webbspårningsdata indikerar att Windows 10 operativsystemanvändare, och de HAI, Unknown Developer, Mindre vanliga filer, Ntgraph Nt09b-2b Emx Lib File. 1 maj 2020 — ning, där en motivering i enlighet med artikel 10 a xi i förordning (EG) nr 1907/​2006 tek, jeżeli jest znany>

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Tek 10-2b

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Tek 10-2b

masonry, as outlined in TEK Guide 10-2B. The empirical method notes, that the distance is for the masonry only and if brick is used, it should be treated independently for “expansion” and the appropriate brick technical guidelines followed. Diff erential movement needs to be controlled when utilizing masonry products with clay products. In using elastic (control) joints, refer to NCMA TEK Bulletins 10-1A Design of Concrete Masonry for Crack Control, 10-2B Control Joints for Concrete Masonry Walls- Empirical Method, 10-4 Crack Control for Concrete Brick and Other Concrete Masonry Veneers, and 5-2A Clay and Concrete Masonry Banding Details for guidelines. NCMA TEK Bulletin 8-2A "Removal of Stains from Concrete Masonry Walls." 5. NCMA TEK Bulletin 10-1A “Crack Control in Concrete Masonry Walls.” 6.

Tek 10-2b

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Tek 10-2b

3), for more detailed information. Control joints are one method used to relieve hori-zontal tensile stresses due to shrinkage of the concrete masonry units, mortar, and when used, grout. They are See Crack Control in Concrete Masonry Walls, TEK 10-1A, and Control Joints for Concrete Masonry Walls – Empirical Method, TEK 10-2B (refs. 14, 15) for more detailed guidance. ASTM C90 requires that linear drying shrinkage of all concrete masonry units, regardless of unit density, not exceed 0.065% at the time of delivery to the jobsite.

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3). The reader is encouraged to refer to that TEK for other pertinent information such as construction details and location of control joints. NCMA TEK 10-2C 1 An information series from the national authority on concrete masonry technology CONTROL JOINTS FOR CONCRETE MASONRY WALLS— EMPIRICAL METHOD TEK 10-2C Movement Control (2010) INTRODUCTION Concrete masonry is a popular construction material because its inherent attributes satisfy the diverse needs of For fences, it is not structurally necessary to provide load transfer across control joints, although this can be accomplished by using methods described in TEK 10-2B if deemed necessary to help maintain the fence alignment.

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