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)

12. 7(e)
Program SRCRPR 485
Program SRCRPR ( = Symmetrically
reinforced Rectangular Column;
Reinforcement; Parabolic-Rectangular)
Figure 12.7-5 shows the Header of the program SRCRPR, which
determines the amount of reinforcement for a symmetrically reinforced
rectangular column section under uniaxial bending or biaxial bending using
BS 8110's parabolic-rectangular stress block, as described in Reference 8.
Full details about the program implementation are given in Reference 1.
The input and output of the program SRCRPR are identical to those of
the program SRCRSR (see Section 12.7(d)).
Comment
The complete listing of the above program (with commentary), together
with the floppy disks, are obtainable from the Publishers. See Section
12.l(a) and Appendix 1.
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Com *****************************************************************
Com*
Com * Program Unit Name : SRCRPR (= Symmetrically reinforced
Com * Rectangular Column;
Com * Reinforcement; Parabolic-
Com * Rectangular)
Com*
com * Purpose The program determines the amount of reinforcement *
Com * required for a symmetrically reinforced *
Com * rectangular column section under uniaxial bending *
Com* or biaxial bending, using BS 8110's parabolic-
Com * rectangular stress block.
Com*
Com* Reference : This program refers to Section 7.8 of Chapter 7 *
Com * of Kong and Evans : Reinforced and Prestressed
Com * Concrete, Van Nostrand Reinhold, 3rd Edition,
Com * 1987.
Com*
Com* *
Com*
Com * Authors Dr H. H. A. Wong in collaboration with
Com * Professors P. K. Kong and R. H. Evans
Com*
Com * Programming Language : PRO FORTRAN
Com*
Com* Operating Systems : IBM's PC-DOS and Microsoft's MS-DOS.
Com*
Com* Version : KE3-7.8-8023T6
Com*
Com *****************************************************************
Fig. 12.7-5 Header of program SRCRPR