Design of R.C.C. cantilever beams, is based on the resultant force at
A. Fixed end
B. Free end
C. Mid span
D. Mid span and fixed support
Answer: Option A
Solution (By Examveda Team)
The correct answer is Option A: Fixed endHere's why:
A cantilever beam is a beam that's fixed at one end (the fixed end) and free at the other end (the free end).
Think about it like a diving board. The part attached to the pool deck is the fixed end, and the end you jump off is the free end.
When a load is applied to a cantilever beam, the maximum bending moment (the force that causes bending) and shear force (the force that causes sliding) occur at the fixed end.
Therefore, the design of a reinforced concrete cantilever beam (R.C.C.) is primarily based on these maximum forces at the fixed end to ensure it can withstand the load without failing.
* Free end: The bending moment and shear force are typically zero at the free end.
* Mid span: The bending moment and shear force are present at the mid-span, but they're not the maximum values that the beam needs to be designed for.
* Mid span and fixed support: While both locations experience forces, the fixed support is where the maximum forces are concentrated.
Join The Discussion
Comments (1)
Distribution of shear intensity over a rectangular section of a beam, follows:
A. A circular curve
B. A straight line
C. A parabolic curve
D. An elliptical curve
If the shear stress in a R.C.C. beam is
A. Equal or less than 5 kg/cm2, no shear reinforcement is provided
B. Greater than 4 kg/cm2, but less than 20 kg/cm2, shear reinforcement is provided
C. Greater than 20 kg/cm2, the size of the section is changed
D. All the above
In a pre-stressed member it is advisable to use
A. Low strength concrete only
B. High strength concrete only
C. Low strength concrete but high tensile steel
D. High strength concrete and high tensile steel
In a simply supported slab, alternate bars are curtailed at
A. $${\frac{1}{4}^{{\text{th}}}}$$ of the span
B. $${\frac{1}{5}^{{\text{th}}}}$$ of the span
C. $${\frac{1}{6}^{{\text{th}}}}$$ of the span
D. $${\frac{1}{7}^{{\text{th}}}}$$ of the span

Tg