The maximum area of tension reinforcement in beams shall not exceed_______________?

Related Mcqs:

1. The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than_______________?

   A. 18 bar diameters
   B. 24 bar diameters
   C. 30 bar diameters
   D. 36 bar diameters

2. If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is________________?

   A. 200 cm
   B. 300 cm
   C. 150 cm
   D. 100 cm

3. A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm2 and 300 kg/cm2, the Safe load on the column, should not exceed_______________?

   A. 4120 kg
   B. 41,200 kg
   C. 412,000 kg
   D. None of these

4. Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds_____________?

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

5. If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm2, the length of the beam having nominal reinforcement, is________________?

   A. 8 cm
   B. 6 m
   C. 8 m
   D. 10 m

6. The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept______________?

   A. 0.7
   B. 0.8
   C. 0.9
   D. 0.6

7. If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width_______________?

   A. R + T
   B. T – R
   C. 2 + T2)
   D. R – T

8. For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is____________________?

   A. 0.6
   B. 0.7
   C. 0.8
   D. 0.9

9. Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at________________?

   A. Supports
   B. Mid span
   C. Every section
   D. Quarter span

10. 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