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FIGURE 72 Foundation Dowel Alignment
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(NCMA, Annotated Design and Construction Details for Concrete Masonry, Herndon, VA, 2003)
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quickly develop the bar s bond with the masonry Lateral ties in columns and stirrups in beams are hooked reinforcing bars that provide lateral support for the primary reinforcing bars The stirrup or tie hook has a bend of 90 or 135 degrees, a bend radius of five times the nominal bar diameter, and an extension of six times the nominal bar diameter Standard hooks are used to more quickly develop primary reinforcing bars A standard hook has a bend of 90 or 180 degrees and a bend radius, D, that is defined in Table 76 The required extension on the 90 degree standard hook is twelve times the nominal bar diameter, and the required extension on the 180 degree standard hook is four times the nominal bar diameter but not less than 21 2 inches Hook requirements are illustrated in Figure 73
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Placement of Reinforcement, Ties/Anchors, and Flashing
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TABLE 76
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Minimum Bend Diameters for Standard Hooks Minimum Diameter of Bend, D* 5 nominal bar diameters 6 nominal bar diameters 8 nominal bar diameters
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Bar Size and Type No 3 through No 7, Grade 40 No 3 through No 8, Grade 50 or Grade 60 No 9, No 10, and No 11, Grade 50 or Grade 60
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* Refer to Figure 73 Does not apply to stirrups or ties (NCMA, Annotated Design and Construction Details for Concrete Masonry, Herndon, VA, 2003)
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FIGURE 73 Hooks for Reinforcing Bars
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(NCMA, Annotated Design and Construction Details for Concrete Masonry, Herndon, VA, 2003)
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Reinforcing Bar Spacing and Cover
When reinforcing bars are placed too close to each other or to the face of the masonry unit, the grout cannot be adequately consolidated completely around the bar Therefore, the code imposes limitations on these dimensions The clear distance between parallel bars in a wall, whether vertical or horizontal, must not be less than the nominal diameter of the bars nor less than 1 inch For parallel bars in columns and pilasters, the minimum clear distance between bars is increased to not less than 11 2 times the nominal diameter of the bars or 11 2 inches These
FIGURE 74 Reinforcing Bar Clearances in Walls
(Beall & Jaffe, Concrete and Masonry Databook, McGraw-Hill, 2003)
Placement of Reinforcement, Ties/Anchors, and Flashing
minimum 1-1/2 inches or 15 bar diameters
column or pilaster FIGURE 75 Pilaster
Minimum cover: 2 in for No 5 bars or larger exposed to earth or weather 1-1/2 in otherwise or 25 bar diameters under IBC strength design only
Bar Spacing and Cover Requirements for Masonry Column or
(Beall & Jaffe, Concrete and Masonry Databook, McGraw-Hill, 2003)
minimum clearances also apply to contact lap splices and adjacent splices or bars The minimum clearance between steel reinforcement and the face of the masonry unit depends upon the type of grout that is used around the bar The minimum clearance when fine grout is used is 1 4 inch and the minimum clearance when coarse grout is used is 1 2 inch Reinforcing bar clearance requirements are illustrated in Figures 74 through 76
FIGURE 76 Minimum Clearance Between Steel Reinforcement and Masonry Units
(Beall & Jaffe, Concrete and Masonry Databook, McGraw-Hill, 2003)
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Whether or not the reinforcing bar is coated with a corrosion protection product, a minimum amount of distance between the outside face of the masonry construction and the outside face of the steel bar is required by code
Reinforcing bars are permitted to be bundled in groups of no more than two when the masonry is designed in accordance with the allowable stress provisions The individual bar cutoff points of bars within a bundle are required to be at least 40 bar diameters apart Bundled bars are not permitted when the masonry is designed by the strength design method Whether or not the reinforcing bar is coated with a corrosion protection product, a minimum amount of distance between the outside face of the masonry construction and the outside face of the steel bar is required by code For most applications, only the following three parameters apply: No 5 bars and smaller in masonry that is exposed to earth or weather 11 2 inches Larger than No 5 bars in masonry that is exposed to earth or weather-2 inches Any size bar in masonry that is not exposed to earth or weather11 2 inches When the masonry is structurally designed by the strength design provisions of IBC, the cover distance is further restricted to no less than 21 2 times the nominal diameter of the reinforcing bar
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