Bent up bars do not resist diagonal tension. – McqOptions

MCQOPTIONS

1.	Bent up bars do not resist diagonal tension.
A.	True
B.	False
Answer» C.

Discussion

No Comment Found

Related MCQs

The development length can be determined easily by _______ test.
_____________ bond arises when bar carrying certain force is terminated.
Which of the following bond is also known as a local bond?
___________ depends on grade of concrete and diameter of bar etc.
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?
Bent up bars do not resist diagonal tension.
Calculate the nominal shear stress, if a singly reinforced rectangular beam 230×450 mm effective depth is subjected to a factored load of 60 kN.
As per IS 456 – 2000, the maximum permissible shear stress, τC max is based on:
Minimum shear reinforcement in beams is provided in the form of stirrups
A rectangular beam with b = 200 mm and effective depth d = 300 mm is subjected to limit state shear of 80 kN and torsional moment of 6 kNm. The equivalent value of shear will be