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)

Worked example 471
(2) External documentation:
(a) Computer flow charts (see Reference 1);
(b) Summary of definition and type of variables used in the program
(e.g. Table 12.1-1);
(c) Summary of input data (e.g. Table 12.1-2).
(3) Captions and titles in the printed output (e.g. Fig. 12.1-3).
12.1(f) Worked example
Example 12.1-1
Repeat Example 4.7-4 using the program BMBRSR.
SOLUTION
Figure 12.1-3 shows the console input and output.
Comment
It can be seen that the results obtained from the program BMBRSR are
slightly different from those calculated in Example 4.7-4 due to rounding
error.
Table 12.1-2 Summary of input data for program BMBRSR
I Description of input data I • Name of I Remarks I
I on each line I variable I I
I====================================== I=========== I===================== I
I General data: I I I
I l(a) Beam section title I BMTIT I Up to &0 characters I
I l(b) Beam type I BMTYPE I BMTYPE = R or F I
l--------------------------------------l-----------1---------------------l
I Section details for flanged beam: I I I
I 2(a) Effective width I BEFF I 1. Omit 2(a) to 2(e>l
I 2(b) Flange thickness I HF I if BMTYPE = R I
I 2(c) Web width I BW I 2. All in DID I
I 2(d) Effective depth I D I I
I 2(e) Depth of compression steel I DDASH I I
l--------------------------------------l-----------1---------------------l
I Section details for rectangular beam: I I I
I 2(f) Beam width I B I 1. Omit 2(f) to 2(h) I
I 2(g) Effective depth I D I if BMTYPE " F I
I 2(h) Depth of compression steel I DDASH I 2. All in DID I
1--------------------------------------l-----------l---------------------l
I Characteristic strengths: I I I
I J(a) Concrete I FCU I All in N/DID2 I
I J(b) Reinforcement I FY I I
l--------------------------------------l-----------1---------------------l
I Loading information: I I I
I &(a) Design ultimate moment I M I kNm I
I &(b) Moment redistribution ratio I BETAB I Dimensionless I
1------------------------------------------------------------------------l
I Response to program PAUSEs: I
I First PAUSE: Enter Y (or y) to obtain a suomary of input data, or I
I enter N (or n) to terminate program execution. I
I Second PAUSE: Enter Y (or y) to continue program execution, or I
I enter N (or n) to terminate program execution. I
* See Table 12.1-1 for definition of the variables