SSC JE RCC Questions with Detailed Solutions

If design bond stress = 1.5 N/mm² is assumed, then the development length of an Fe 500 HYSD bar of nominal diameter 12 mm — which is fully stressed in tension — will be:

The minimum tension reinforcement (Fe 500) in the beam of size 450 mm * 600 mm (effective depth = 550 mm) is:

As per indian standard IS 456 : 2000, Where $$f_{ck}$$ is the concrete compressive strength, the tensile strength of concrete is calculated as:​

​$$\text{A rectangular column } 300\, \text{mm} \times 300\, \text{mm} \text{ size and } 5\, \text{m} \text{ long is restrained in position and direction at both ends.} \\\text{The recommended value of its effective length is } \underline{\qquad\qquad\qquad}.$$​​

As per IS 456:2000, short axially loaded RC column members using mild steel are designed by the equation __________,
where,

For an 8 m simply supported RCC beam the vertical deflection limits may generally be assumed to be satisfied provided that the span to depth ratios are NOT greater than:

The effective lengths of a column about the x axis and y axis are 3 m and 2.75 m, respectively. If the size of the column is 400 mm × 600 mm, classify the column.

According to IS 456:2000, The expression for equivalent shear is given by ____________
WHERE

The type of footing in which the load bearing structures share the common rectangular or trapezoidal footing is called:

IN limit state of collapse:
The area of stress block for a rectangular section subjected to flexure is.

For the M 20 concrete and the Fe 415 steel, the balanced moment of resistance is:

The value of maximum shear force in a rectangular section of a beam having depth 150 mm is 50 kN. Calculate the width of the beam section if the permissible maximum shear stress of material is 5 MPa.

According to IS 456, the anchorage value of a standard U-type hook shall be equal to X times the diameter of the bar, where X is: