![]() ![]() Merely move the mouse pointer to the desired cell to view the contents of that particular "comment box". (Note: presence of a “comment box” is denoted by a “red triangle” in the upper right-hand corner of a cell. This program contains numerous “comment boxes” which contain a wide variety of information including explanations of input or output items, equations used, data tables, etc. The "Rebar Data" worksheet contains tables of reinforcing bar data which include various bar properties, reinforcing bar areas based on spacing, tension development and splice lengths for straight bars, tension development lengths for 90 degree standard hooks, tension lap splice criteria, compression development and splice lengths for straight bars, maximum spacing for column ties, and various plain welded wire fabric properties.Ĥ. ClassBLapSpliceTable 1 uncoated 2 epoxy coated w/ cover <3db or clear spc. ![]() Interlocking Compressed Earth Block Construction. In case of lap splices, the maximum and the minimum of MAPE for estimated cover thickness were 8.33 and 5.00 with the maximum and the minimum of SEE 5.27 mm and 3.60 mm, in dry. Tables summarizing the strength of blocks, grout, and prisms specimens are also presented in this chapter. A complete table of reinforcing bar development and splice lengths is also created for #3 through #18 bars.ģ. The SEE values were 3.50 mm and 3.92 mm for dry sand and concrete specimens, respectively, as shown in Table 3. The "Calc Development" worksheet, for a given reinforcing bar size, determines the straight development and splice lengths for a "top" bar and an "other" bar in tension, the straight development and splice lengths for the bar in compression, and the tension development length of the bar as a standard hook, all at one time. This program follows the procedures and guidelines of the ACI 318-11 Building Code, Chapters 12 and 21.Ģ. This program is a workbook consisting of three (3) worksheets, described as follows:Ĭalc Development - Reinforcing Bar Development and Splice Lengthsġ. ![]() This version is based on the ACI 318-11 Code. There is also a worksheet which contains reinforcing bar data tables. The provisions for development and splice lengths are included for high seismic risk applications per ACI 318-11, Chapter 21. Also, the development length for standard hook bars is determined. Specifically, the development lengths and splice lengths for straight bars in tension as well as compression are determined. "REBARS" is a spreadsheet program written in MS-Excel for the purpose of determining reinforcing bar development and splice lengths. "REBARS" - REINFORCING BAR DEVELOPMENT AND SPLICE LENGTHS ![]()
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