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?

View solution

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

View solution

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

View solution

Q. Bond is developed due to _________

View solution

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

View solution

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

View solution

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

View solution

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

View solution

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

View solution

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

View solution

Q. Polar moment of inertia is denoted by ___________

View solution

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.

View solution

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

View solution

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

View solution

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.

View solution

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

View solution

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

View solution

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

View solution

Q. The flexural bond is _________ at the section.

View solution

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

View solution