In a reinforced concrete beam, the development length is provided to prevent ______.
slipping of reinforcement
In the context of reinforced concrete structures, the development length is a critical concept covered under the subject of Reinforced Concrete Design. It is primarily intended to ensure the proper anchorage of reinforcement bars within the concrete. This function helps in preventing the reinforcement from slipping out of the concrete matrix when it undergoes tension or stress.
Let's analyze each option given in the question:
The correct answer is slipping of reinforcement because ensuring the bond between concrete and steel reinforcement is crucial for the durability and structural integrity of a reinforced concrete element.
In design, development length (\( L_d \)) is calculated to ensure that the stress at which steel yields does not cause the bar to pull out. This involves ensuring sufficient embedded length of the reinforcement within the concrete.
Thus, the primary function of providing development length in reinforced concrete beams is to prevent the slipping of reinforcement, ensuring structural stability and performance.
Which of the following correctly represents the concrete contribution to shear strength V in Limit State Method (LSM) design? c
If the calculated nominal shear stress $τ_v$ in a reinforced concrete beam exceeds the v maximum permissible shear stress in concrete $τ_c$ as per IS 456:2000, what is the cmax , appropriate course of action?
Which of the following RCC elements transfers the Floor finish load to supporting beams?
If W is the load in a circular slab of radius R, the maximum radial moment at the center of the slab is
If the ratio of the span to the overall depth does not exceed 7, the stiffness of the beam will ordinarily be satisfactory in case of a
The maximum permissible size of aggregates to be used in casting the ribs of a slab is
The thickness of the topping of a ribbed slab, varies between
In order to satisfy the requirements of Fe500D steel for reinforcement purpose, the 0.2% proof stress (MPa) should be a minimum of: