**1. The maximum deflection due to load in RCC beams in buildings is limited to _____.**

[A] Span/100

[B] Span/250

[C] Span/350

[D] Span/500

**Answer: Option B**

**2. According to IS 456:2000, the maximum diameter of reinforcing bars shall not exceed**

[A] One-fourth of the total thickness of the slab

[B] One-eighth of the total thickness of the slab

[C] One-tenth of the total thickness of the slab

[D] One-sixth of the total thickness of the slab

**Answer: Option B**

**3. According to IS 456:2000, the HYSD reinforcement in either direction of the slab shall not be less than _____.**

[A] 0.10% of the total cross-sectional area

[B] 0.12% of the total cross-sectional area

[C] 0.15% of the total cross-sectional area

[D] 0.20% of the total cross-sectional area

**Answer: Option B**

**4. The horizontal distance between parallel reinforcement bars provided against shrinkage and temperature shall not be more than _____.**

[A] 3 times the effective depth of solid slab or 300 mm whichever is less

[B] 3 times the effective depth of solid slab or 450 mm whichever is less

[C] 5 times the effective depth of solid slab or 300 mm whichever is less

[D] 5 times the effective depth of solid slab or 450 mm whichever is less

**Answer: Option C**

**5. If area of steel for maximum mid span moment is 205 mm², what would be the area of steel required for the corner?**

[A] 153.75 mm²

[B] 205 mm²

[C] 102.5 mm²

[D] 41 mm²

**Answer: Option A**