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Question 241

SSC JE CE 2025• General Engineering

For a reinforced concrete (RCC) beam with a width (b) of 200 mm and an effective depth (d) of 300 mm, constructed using M20 grade concrete and Fe415 grade steel, what is the value of the limiting moment of resistance (\(M_{u, lim}\))?

  1. AOption (a)

    40 kNm

  2. BOption (b)

    50 kNm

  3. COption (c)

    60 kNm

  4. DOption (d)

    70 kNm

View answer & explanation

Correct answer

Answer: (a)A.

40 kNm

Explanation not yet available.

Question 242

SSC JE CE 2025• General Engineering

What is the limiting moment of resistance (\(M_{u}, lim\)) formula or expression used for a singly reinforced rectangular beam section designed with \(Fe415\) grade steel?

  1. AOption (a)

    \(0.149f_{ck}bd^{2}\)

  2. BOption (b)

    \(0.138f_{ck}bd^{2}\)

  3. COption (c)

    \(0.143f_{ck}bd^{2}\)

  4. DOption (d)

    \(0.87f_{ck}bd^{2}\)

View answer & explanation

Correct answer

Answer: (a)A.

\(0.149f_{ck}bd^{2}\)

Explanation not yet available.

Question 243

SSC JE CE 2025• General Engineering

What is the minimum required area of tension reinforcement (\(A_{s,min}\)) for a reinforced concrete beam with a width (b) of 230 mm and an effective depth (d) of 450 mm, using Fe415 grade steel (where the yield strength, \(f_y\), is 415 MPa)?

  1. AOption (a)

    160 \(mm^2\)

  2. BOption (b)

    212 \(mm^2\)

  3. COption (c)

    255 \(mm^2\)

  4. DOption (d)

    300 \(mm^2\)

View answer & explanation

Correct answer

Answer: (a)A.

160 \(mm^2\)

Explanation not yet available.

Question 244

SSC JE CE 2025• General Engineering

What is the Final setting time of OPC?

  1. AOption (a)

    300 min

  2. BOption (b)

    600 min

  3. COption (c)

    720 min

  4. DOption (d)

    900 min

View answer & explanation

Correct answer

Answer: (a)A.

300 min

Explanation not yet available.

Question 245

SSC JE CE 2025• General Engineering

The short-term static modulus of elasticity of M25 grade concrete, as per IS 456:2000, is approximately:

  1. AOption (a)

    20 GPa

  2. BOption (b)

    25 GPa

  3. COption (c)

    30 GPa

  4. DOption (d)

    35 GPa

View answer & explanation

Correct answer

Answer: (a)A.

20 GPa

Explanation not yet available.

Question 246

SSC JE CE 2025• General Engineering

The chances of diagonal tension cracks in R.C.C. member reduce when ________.

  1. AOption (a)

    only shear force act

  2. BOption (b)

    flexural and shear force act

  3. COption (c)

    axial tension and shear force act simultaneously

  4. DOption (d)

    axial compression and shear force act simultaneously

View answer & explanation

Correct answer

Answer: (a)A.

only shear force act

Explanation not yet available.

Question 247

SSC JE CE 2025• General Engineering

When hooks are formed in deformed bars, the internal radius of the bend should be at least ____ times the diameter of the bar.

  1. AOption (a)

    two

  2. BOption (b)

    three

  3. COption (c)

    four

  4. DOption (d)

    six

View answer & explanation

Correct answer

Answer: (a)A.

two

Explanation not yet available.

Question 248

SSC JE CE 2025• General Engineering

The side face reinforcement, if required, in a T-beam will be ______.

  1. AOption (a)
    1. 1 % of the web area
  2. BOption (b)
    1. 15 % of the web area
  3. COption (c)
    1. 2 % to 0. 3 % of the web area depending upon the breadth of the slab
  4. DOption (d)

    half the longitudinal reinforcement

View answer & explanation

Correct answer

Answer: (a)A.
  1. 1 % of the web area
Explanation not yet available.

Question 249

SSC JE CE 2025• General Engineering

If ’\(H\)’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided is _______.

  1. AOption (a)
    1. 1 \(H\)
  2. BOption (b)

    0.2  \(H\)

  3. COption (c)
    1. 3 \(H\)
  4. DOption (d)
    1. 6 \(H\)
View answer & explanation

Correct answer

Answer: (a)A.
  1. 1 \(H\)
Explanation not yet available.

Question 250

SSC JE CE 2025• General Engineering

When the T-beam is continuous, the assumed overall depth of the beam of heavy loads is taken as ________.

  1. AOption (a)

    \(\frac{1}{10}\) to \(\frac{1}{12}\) of span

  2. BOption (b)

    \(\frac{1}{12}\) to \(\frac{1}{15}\) of span

  3. COption (c)

    \(\frac{1}{15}\) to \(\frac{1}{20}\) of span

  4. DOption (d)

    \(\frac{1}{20}\) to \(\frac{1}{25}\) of span

View answer & explanation

Correct answer

Answer: (a)A.

\(\frac{1}{10}\) to \(\frac{1}{12}\) of span

Explanation not yet available.