Q. A water main of 1 m in diameter and 25 mm thick is subjected to an internal pressure of 2.5 N/mm². Calculate the longitudinal stress induced.

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Q. What is the design Bond stress in plane bars intention for m25 grade concrete?

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Q. The value of design Bond stress in plain bars will increase in compression by __________

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Q. What is the anchorage value of standard “U” type hook?

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Q. The flexural bond is _________ at the section.

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Q. _________ reinforcement is designed for sections where the bending moment is maximum.

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Q. In case of __________ beams, the 50% of bars are curtailed at a distance of 0.5 ×l.

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Q. Splices are provided when the ________ bar available is less than that required.

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Q. Lap splices should not be used for bars larger than __________ mm.

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Q. Cantilever slab is categorised based on support conditions.

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Q. According to IS 456: 2000; the span to depth ratio of a simply supported beam is ___________

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Q. The __________ of the slab is governed by span to depth ratio.

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Q. The material does not possessing any kind of elastic symmetry, then the material is said to be _______

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Q. What is the ratio of maximum deflection to maximum bending stress if a simply supported rectangular beam of span “L” and it carries a central load W.

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Q. In a cantilever of span subjected to a point load of w acting at a distance of (1/3) L from free end. The deflection under load will be

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Q. The slabs whose corners are prevented from lifting are known as _________

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Q. As the corners are held down ___________ reinforcement has to be provided at the corners.

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Q. Which of the following layout is used for “Direct- Indirect system”.

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Q. ________ layout is best suited for well planned towns.

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Q. A ___ is used to prevent water from flowing back in the opposite direction.

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