Which of following is/are the advantage(s) of modular programming?

A The program is much easier to change
B Modules can be reused in other programs
C Easy debugging
D Easy to compile
E None of the above

Correct Answer: The program is much easier to change

Modular programs are usually easier to code, debug, and change than monolithic programs. The modular approach to programming is similar to the design of hardware that contains numerous circuits.
Bissoy MCQ
#Computer Fundamentals #Operating System

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Which of the following is a measure to test how good or bad a modular design is
A Module strength
B Module coupling
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D All of the above
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If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is
A $$\frac{{\text{m}}}{{{\text{m}} - {\text{r}}}} \times {\text{d}}$$
B $$\frac{{\text{m}}}{{{\text{m}} + {\text{r}}}} \times {\text{d}}$$
C $$\frac{{{\text{m}} + {\text{r}}}}{{\text{m}}} \times {\text{d}}$$
D $$\frac{{{\text{r}} - {\text{m}}}}{{\text{m}}} \times {\text{d}}$$
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:
A (1 - C) mf - eE
B (C - 1) mf + eE
C (C - 1) mf - eE
D (1 - C) mf + eE
The effect of creep on modular ratio is
A To decrease it
B To increase it
C Either to decrease or to increase it
D To keep it unchanged
The recommended value of modular ratio for reinforced brick work is
A 18
B 30
C 40
D 58
A higher modular ratio shows
A Higher compressive strength of concrete
B Lower compressive strength of concrete
C Higher tensile strength of steel
D Lower tensile strength of steel
The nominal size of the modular brick is
A 190 mm × 90 mm × 80 mm
B 190 mm × 190 mm × 90 mm
C 200 mm × 100 mm × 100 mm
D 200 mm × 200 mm × 100 mm
According to Indian Standards Institute, the actual size of modular bricks is
A 23 cm × 11.5 cm × 7.5 cm
B 25 cm × 13 cm × 7.5 cm
C 19 cm × 9 cm × 9 cm
D 20 cm × 10 cm × 10 cm

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