F. K. Kong MA, MSc, PhD, CEng, FICE, FIStructE, R. H. Evans CBE, DSc, D ès Sc, DTech, PhD, CEng, FICE, FIMechE, FIStructE (auth.)-Reinforced and Prestressed Concrete-Springer US (1987)

Program BSHEAR 479
characteristic strength of the reinforcement and the moment redistribution
ratio. The output data from the program BCRKCO are: the allowable bar
spacings, and the size and spacing of the side bars, if any.
Comment
The complete listing of the above program (with commentary), together
with the floppy disks, are obtainable from the Publishers. See Section
12.1(a) and Appendix 1.
12.6 Computer programs for Chapter 6
12.6(a) Program BSHEAR ( = Beam SHEAR)
Figure 12.6-1 shows the Header of the program BSHEAR, which designs
the shear reinforcement for a rectangular or flanged beam section, using
the procedures described in Section 6.4. The program BSHEAR allows the
user to specify:
(1) the type of shear reinforcement (i.e. either a combination of bent-up
bars and links or links only);
(2) the size or spacing of links.
With reference to (2), if the user specifies the link size, then the program
calculates and outputs the link spacing; however, if the user specifies the
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Com * Proqram Unit Name : BSHEAR (= Beam SHEAR)
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Purposes : Desiqn of shear reinforcement tor a rectanqular
or flanqed beam section in accordance with
BS 8110 : 1985. The proqram allows the user to
choose the size or spacinq of the shear
reinforcement required.
Reference This proqram refers to Sections 6., and 6.13 of *
Chapter 6 of Konq and Evans : Reinforced and
Prestressed Concrete, Van Nostrand Reinhold,
3rd Edition, 1987.
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Com * Authors : Dr H. H. A. WOnq in collaboration with
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Com* Professors F. K. Konq and R. H. Evans *
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Com * Proqramminq Lanquaqe : PRO FORTRAN
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Com * Operatinq Systems : IBM's PC-DOS and Microsoft's MS-DOS.
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Com * Version : KE3-6.13-8027T6 *
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Fig. 12.6-1 Header of program BSHEAR