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)

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Computer programs
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com* Program Unit Name : PBMRTD (• Prestressed Beam; Moment of
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Resistance; Tabulated Data) *
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com * Purpose This program calculates the moment of resistance *
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of a rectangular prestressed beam section with *
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bonded tendons using BS 8110' s tabulated data,
which are reproduced as Table 9.5-1 of Chapter 9.
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This program is also applicable to flanged section *
in which the neutral asis lies within the flange.
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com * Reference This program refers to Sections 9.5 and 9.10 of
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Chapter 9 of Jtong and Evans : Reinforced and *
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Prestressed Concrete, Van Nostrand Reinhold, *
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3rd Edition, 1987.
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Authors
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Dr H. H. A. WOng in collaboration with
Professors P. K. Kong and R. H. Evans
Progra11111ing Language : PRO FORTRAN
Operating Systems : IBM's PC-DOS and Microsoft's MS-DOS.
Com * version : KE3-9.10-8K17V6 *
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Fig. 12.9-2 Header of program PBMRTD
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COli * *
COli * Program Unit Name : PBSUSH (• Prestressed Beam; Symmetrical;*
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Unreinforced; SHear)
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CCII *
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This program calculates the required ratio of
link area/link spacing for a symmetrical and
unreinforced (i.e. As • 0) prestressed beam
section in accordance with BS 8110 : 1985.
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This program refers to Sections 9.6 and 9.10 of
Chapter 9 of Jtong and Evans : Reinforced and
Prestressed Concrete, Van Nostrand Reinhold,
3rd Edition, 1987.
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Dr H. H. A. WOng in collaboration with
Professors P. K. Jtong and R. H. Evans
Programming Language : PRO FORTRAN
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Operating Systems : IBM's PC-DOS and Microsoft's MS-DOS. *
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Com * Version : K!3-9.10-8N18V6
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Fig. 12.9-3 Header of pf1)gram PBSUSH