Q. The minimum shear reinforcement is given by Asv/bSv = _______

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Q. Bent up bars do not resist diagonal tension.

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Q. The ultimate shear force at a section of an RCC beam is 300 kN. The shear resisted by concrete is 77.5 kN. What is the shear for which shear reinforcement is required?

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Q. Bond stress is a stress acting ___________ to the bar on the interface between reinforcement and concrete.

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Q. ________ is developed due to adhesion between concrete and steel.

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Q. Bond is developed due to _________

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Q. ___________ depends on grade of concrete and diameter of bar etc.

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Q. Which of the following bond is also known as a local bond?

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Q. _____________ bond arises when bar carrying certain force is terminated.

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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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