Provide control joints near building corners and as recommended by NCMA (National Concrete Masonry Association) TEK 10-2B. Steel. W Shapes: ASTM A992, Fy = 50 ksi (kilopound per square inch) S, M, C and MC Shapes: ASTM A36, Fy =36 ksi, or A572 Grade 50; HP Shapes: ASTM A572 Grade 50; Angles, Plates and Bars: ASTM A36, Fy = 36 ksi, or A572 Grade 50

TEK 10-2B. Movement Control (2005). Keywords: bond beams, construction details, control joints, crack control, joint reinforcement, reinforcing bars, reinforced

4) provides much more detailed information on control joint details, types and locations. Reinforcement to Limit Crack Width In addition to external restraint, reinforcement causes some internal restraint within the wall. Reinforcement re-sponds to temperature changes with corresponding changes 1 mendations, such as those presented in TEK 10-2B, Control Joints for Concrete Masonry Walls — Em-pirical Method (ref. 1), have been developed based primarily on the performance of walls constructed using larger hollow concrete masonry units, such as the common 8 x 8 x 16 in. (203 x 203 x 406 mm). Because the units used for veneers are often pro- TEK 10-2B Control Joint Spacing Recommendations 1.

Tek 10-2b

Develop the topic with well-chosen, relevant, and sufficient facts, extended definitions, concrete details, quotations, or other information and examples appropriate to the audience's knowledge of the topic. SL.9-10.1. 32 2x 2a 2b % % % % 3 2 4 PRA 90 PRA 90 1 % 1 A 3 3a % % A B 10° 2b 2x 2 3 B 3b A B 2x 2b 1 % 1 2 3 4 2a-15% +8,6% 3a % % 3b 1 1 3a 3b 2a Scan for application TEK 10-2B 2005 National Concrete Masonry Association (replaces TEK 10-2A) NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology CONTROL JOINTS FOR CONCRETE MASONRY WALLS - EMPIRICAL METHOD TEK 10-2B Movement Control (2005) Keywords: bond beams, construction details, control joints, crack control, joint reinforcement View Homework Help - 10-2B from CEE 467 at University of Illinois, Urbana Champaign. NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete TEK 10-2B (ref.

10. Replacement Parts and Accessories. Replacement parts and accessories for your INFICON TEK-Mate. Refrigerant Leak Detector are available through the

Bulk Fuel Tank Filter Diesel Fuel. Only. Cim-Tek 300MG10,.

TEK 10-2B. National Concrete Masonry Association, 2005. 4. Flashing Strategies for Concrete Masonry Walls, TEK 19-4A. National Concrete Masonry Association, 2004. 5. Flashing Details for Concrete Masonry Walls, TEK 19-5A. National Concrete Masonry Association, 2004. 6. Fornoville, L., Water Repellent Treatment of Masonry, Pro-

from block manufacturer.

The engineering method in NCMA TEK 10-3 has different ratios but still does not exceed 20 or 25 ft. – Kelly L.K. Walker, Architectural Services Director, Masonry Institute of Michigan TEK 10-2B Control Joint Spacing Recommendations 1.
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1), have been developed based primarily on the performance of walls constructed using larger hollow concrete masonry units, such as the common 8 x 8 x 16 in. (203 x 203 x 406 mm). Because the units used for veneers are often pro- See TEK 10-1A, Crack Control in Concrete Masonry Walls, and TEK 10-2B, Control Joints for Concrete Masonry Walls – Empirical Method (refs.

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Nominal permeability, porosity distribution cases. 3.