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 CTDMUB 483
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.
12.7(c) Program CTDMUB (=Column; Total
Design Moment; Uniaxial bending; Biaxial
bending)
Figure 12.7-3 shows the Header of the program CTDMUB, whch
determines the total design moment(s) for slender columns under uniaxial
bending or biaxial bending, as described in Section 7.5.
The input data for the program CTDMUB are: the type of loading
(uniaxial or biaxial bending), the column details, the loading information
and the reduction factor K. The output data from the program CTDMUB
are: the respective height/depth ratio, the additional moment Madd• the
initial moment M;, the minimum design eccentricity em in, the four possible
total design moments defined by eqns (7.5-1) to (7.5-4) and the total
design moment M 1•
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.
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Com * Proqram Unit !fame : CTDMUB (= Column; Total Design Moment; *
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Uniaxial bending; Biaxial *
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bending)
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Com * PUrpose : The proqram determines the total design moment(s) *
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for slender columns under uniaxial bending or
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biaxial bending.
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Com* Reference : This proqram refers to Sections 7.5 and 7.8 of *
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Chapter 7 of KOng and Evans : Reinforced and *
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Prestressed Concrete, Van lfostrand Reinhold,
Com * 3rd Edition, 1987.
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Com * Authors : Dr H. H. A. Wong in collaboration with
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Professors F. K. Kong and R. H. Evans
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Com * Proqrllllllling Language : PRO FORTRAII
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Com * Operating Systems : IBM's PC-DOS and Microsoft's MS-DOS. *
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Com* Version : KE3-7.8-8020T6
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Fig. 12.7-3 Header of program CTDMUB