Q. The development length can be determined easily by _______ test.

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Q. To improve the anchorage of bars ______ are provided in plain bars.

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Q. In case of HYSD bars ___________ are provided to increase anchorage length.

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Q. Polar moment of inertia is denoted by ___________

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Q. Calculate the moment of inertia of a hollow circular section whose external diameter is 60 mm and thickness is 5 mm about centroidal axis.

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Q. The effect of ___________ holes is to reduce the strength of connected plates.

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Q. A cylinder section having no __________ is known as seamless section.

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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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