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Home Civil Engineering RCC Structures Design Comments

  • Question
  • Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds


  • Options
  • A. 50 cm
  • B. 75 cm
  • C. 100 cm
  • D. 120 cm

  • Correct Answer
  • 75 cm 


  • RCC Structures Design problems


    Search Results


    • 1. Total pressure on the vertical face of a retaining wall of height h per unit run exerted by the retained earth weighing w per unit volume, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 2. If W is weight of a retaining wall and P is the horizontal earth pressure, the factor of safety against sliding, is

    • Options
    • A. 1.0
    • B. 1.25
    • C. 1.5
    • D. 2.0
    • E. 2.5
    • Discuss
    • 3. On an absolutely rigid foundation base, the pressure will

    • Options
    • A. be more at the edges of the foundation
    • B. be uniform
    • C. not be uniform
    • D. be zero at the centre of the foundation.
    • Discuss
    • 4. The design of heel slab of a retaining wall, is based on the maximum bending moment due to:

    • Options
    • A. its own weight
    • B. weight of the soil above it,
    • C. load of the surcharge, if any
    • D. upward soil reaction
    • E. all the above.
    • Discuss
    • 5. The Young's modulus of elasticity of steel, is

    • Options
    • A. 150 KN/mm2
    • B. 200 KN/mm2
    • C. 250 KN/mm2
    • D. 275 KN/mm2
    • Discuss
    • 6. An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encasted with the floor of a hall 12 metres by 7 metres, is spaced at 3 metres from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

    • Options
    • A. 300 cm
    • B. 233 cm
    • C. 176 cm
    • D. 236 cm
    • E. 255 cm
    • Discuss
    • 7. The weight of reinforced concrete, is generally taken as

    • Options
    • A. 2200 kg/m3
    • B. 2300 kg/m3
    • C. 2400 kg/m3
    • D. 2500 kg/m3
    • E. 2800 kg/m3
    • Discuss
    • 8. An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

    • Options
    • A. triangular load of the wall
    • B. UDL of wall
    • C. UDL of wall + load from the roof
    • D. triangular load + load from the roof.
    • Discuss
    • 9. As per IS : 456, the reinforcement in a column should not be less than

    • Options
    • A. 0.5% and not more than 5% of cross-sec-tional area
    • B. 0.6% and not more than 6% of cross-see-tional area
    • C. 0.7% and not more than 7% of cross-sec-tional area
    • D. 0.8% and not more than 8% of cross-sectional area
    • E. none of these.
    • Discuss
    • 10. In a singly reinforced beam

    • Options
    • A. compression is borne entirely by concrete
    • B. steel possesses initial stresses when em-beded in concrete
    • C. plane sections transverse to the centre line of the beam before bending remain plane after bending
    • D. elastic modulii for concrete and steel have different values within the limits of deformation of the beam
    • E. none of these.
    • Discuss


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