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)

References 491
The input data for the program PBSUSH are: the section details, the
characteristic strengths of the materials, the effective prestress and the
design ultimate shear force and moment. The program output data are: the
shear resistance of the uncracked section Yeo, the shear resistance of the
crack section Vc., the moment M 0 , the adjusted design shear force V, the
design ultimate shear resistance Vc and the ratio of link area to link spacing
Asvfsv, if shear reinforcement is required.
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.
References
1 Wong, H. H. A. (in collaboration with Kong, F. K. and Evans, R. H.)
Complete listings of the computer programs (with Commentary and User
Instructions) in 'Kong and Evans: Reinforced and Prestressed Concrete, Van
Nostrand Reinhold, 3rd Edition, 1987'. Van Nostrand Reinhold, Wokingham,
1987. This publication, together with the associated set of two floppy disks can
be obtained from the Publishers-see Section 12.1(a) and Appendix 1 of Kong
and Evans's book.
2 Pro Fortran User Manual. Prospero Software, London, March 1985. (Obtainable
from Prospero Software Limited, 190 Castelnau, London SW13 9DH,
England.)
3 Holloway, R. T. Structural Design with the Microcomputer. McGraw-Hill,
Maidenhead, 1986.
4 Cope, R. J., Sawko, F. and Tickell, R. G. Computer Methods for Civil
Engineers. McGraw-Hill, Maidenhead, 1982.
5 Hoffman, P. and Nicoloff, T. MSDOS User's Guide. Osborne, McGraw-Hill,
New York, 1984.
6 Wolverton, V. Running MSDOS. Microsoft Press, 1984.
7 Norton, P. Inside the IBM PC. Prentice Hall, New Jersey, 1983.
8 Wong, H. H. A. and Kong, F. K. Concrete Codes-CP 110 and BS 8110
(Verulam Letter). The Structural Engineer, 64A, No. 12, Dec. 1986, pp.
391-3.