Tolerances in .NET

Creating ANSI/AIM Code 39 in .NET Tolerances

Tolerances
Code39 Creator In Visual Studio .NET
Using Barcode drawer for Visual Studio .NET Control to generate, create ANSI/AIM Code 39 image in Visual Studio .NET applications.
Recognizing Code 3 Of 9 In .NET
Using Barcode decoder for VS .NET Control to read, scan read, scan image in Visual Studio .NET applications.
Accurate placement of reinforcing bars is necessary for the masonry member to achieve its intended strength capacity Relatively small misalignments in a narrow masonry wall can result in a significant reduction in strength Therefore, the distance that a reinforcing bar can be placed away from its design position is limited by code For out-of-plane bending, which pertains to the depth of a bar in a lintel or beam or to the position of a vertical bar in a wall relative to the wall thickness, the permitted tolerances are based on the specified
Print Bar Code In .NET Framework
Using Barcode generation for .NET framework Control to generate, create barcode image in VS .NET applications.
Bar Code Reader In Visual Studio .NET
Using Barcode decoder for .NET framework Control to read, scan read, scan image in VS .NET applications.
Placement of Reinforcement, Ties/Anchors, and Flashing
Creating Code 3/9 In Visual C#
Using Barcode creator for Visual Studio .NET Control to generate, create Code 3/9 image in Visual Studio .NET applications.
ANSI/AIM Code 39 Generation In Visual Studio .NET
Using Barcode encoder for ASP.NET Control to generate, create Code-39 image in ASP.NET applications.
TABLE 77
Printing Code 3/9 In VB.NET
Using Barcode printer for Visual Studio .NET Control to generate, create Code 3/9 image in .NET applications.
Bar Code Encoder In Visual Studio .NET
Using Barcode maker for .NET framework Control to generate, create bar code image in .NET applications.
Placement Tolerances for Reinforcement Allowable Tolerance for Mild Steel 1 2 in 1 in 11 4 in Allowable Tolerance for Prestressing Steel 1 4 in 3 8 in 3 8 in
Bar Code Printer In .NET Framework
Using Barcode generator for VS .NET Control to generate, create bar code image in VS .NET applications.
Printing USS Code 39 In .NET Framework
Using Barcode maker for Visual Studio .NET Control to generate, create Code 39 Full ASCII image in .NET framework applications.
Specified Distance d from Face of Wall or Flexural Element to Center of Reinforcement* d 8 in 8 in < d 24 in d 24 in
Code 128C Maker In .NET
Using Barcode printer for VS .NET Control to generate, create Code 128 image in .NET applications.
ANSI/AIM Code 93 Encoder In .NET
Using Barcode printer for .NET Control to generate, create Uniform Symbology Specification Code 93 image in VS .NET applications.
*Refer to Figure 77
Encode Data Matrix 2d Barcode In .NET
Using Barcode generator for ASP.NET Control to generate, create ECC200 image in ASP.NET applications.
Painting UPC - 13 In Objective-C
Using Barcode maker for iPhone Control to generate, create GTIN - 13 image in iPhone applications.
(Specification for Masonry Structures, ACI 5301/ASCE 6/TMS 602, Masonry Standards Joint Committee, 1999)
Code 39 Creator In None
Using Barcode encoder for Word Control to generate, create Code 39 Extended image in Microsoft Word applications.
EAN13 Recognizer In C#.NET
Using Barcode reader for .NET Control to read, scan read, scan image in .NET applications.
distance from the face of the wall or beam to the center of the reinforcing bar The allowable tolerances are listed in Table 77 and are graphically shown in Figure 77 When the reinforcement consists of prestressing steel rather than mild reinforcing steel, the acceptable tolerances are smaller The reason for the stricter requirements
Scanning Code 128 Code Set B In Java
Using Barcode decoder for Java Control to read, scan read, scan image in Java applications.
Create DataBar In Java
Using Barcode creation for Java Control to generate, create DataBar image in Java applications.
FIGURE 77 Placement Tolerances for Reinforcement
USS Code 128 Scanner In Visual C#
Using Barcode decoder for .NET Control to read, scan read, scan image in Visual Studio .NET applications.
Generate UPCA In VS .NET
Using Barcode creator for ASP.NET Control to generate, create Universal Product Code version A image in ASP.NET applications.
(NCMA, Annotated Design and Construction Details for Concrete Masonry, Herndon, VA, 2003)
Masonry Instant Answers
FIGURE 78 Reinforcing Bar Positioners
(Beall & Jaffe, Concrete and Masonry Databook, McGraw-Hill, 2003 and Panarese, Kosmatka, & Randall, Concrete Masonry Handbook, PCA, 1991)
is because tensioned prestressing steel imposes an additional compressive load on the masonry Misalignment increases the compressive load, which could lead to a sudden, brittle masonry failure The tolerance for placement of reinforcement parallel to the length of the wall is more lenient that the tolerances perpendicular
Placement of Reinforcement, Ties/Anchors, and Flashing
to the length of the wall In this direction, the permitted tolerance is plus or minus 2 inches for mild steel reinforcement and plus or minus 1 inch for prestressing steel reinforcement Accessories are available to assist in maintaining the specified placement of reinforcing bars Reinforcing bar positioners can be used to accurately place both horizontal and vertical reinforcement, either with individual positioners or with accessories that support bars in both directions Several types of positioners are shown in Figure 78 Use of these positioners is not required by IBC or MSJC These codes instead stipulate a performance requirement of adhering to the tolerance limitations
PLACEMENT OF JOINT REINFORCEMENT
Joint reinforcement is placed in masonry bed joints between courses of masonry units It is used to connect together multiple wythes of masonry to help the wall resist lateral loads when the wall spans horizontally, or to help concrete masonry resist tensile stresses that develop as the material dries and shrinks For each of these uses, the mortar must adequately encapsulate the longitudinal wires in the joint reinforcement in order for the reinforcement to be effective If the wires are too large relative to the joint width, the wires will not be properly encapsulated Therefore, the size of the wire that can be placed in a mortar joint is limited to no more than one-half the mortar joint thickness, as illustrated in Figure 79 Various types of joint reinforcement were presented in 3 The designer-of-record generally selects the appropriate type of joint reinforcement to be used in the construction based on the masonry unit materials that will be used, the type of masonry
fastfacts
It is acceptable to place joint reinforcement directly on the masonry unit surface prior to placing the mortar bed Studies have shown that the longitudinal wires are sufficiently encapsulated with mortar during normal, subsequent placement of mortar and units
Copyright © OnBarcode.com . All rights reserved.