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1962015 Related Question Answers
1. Structural steel sections are conforming to :
IS 432 - 1982 IS 1139 - 1966 IS 1786 - 1985 IS 226 - 1975
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2. The minimum ultimate tensile strength of cold-twisted bar is :
425 N/mm2 495 N/mm2 565 N/mm2 595 N/mm2
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4. Minimum shear reinforcement in the form of stirrups shall be provided in accordance with the relation :Ase fy
Asv/b*Sv≥fy/0.4 Asv/bSv≥0.4/fy Asv*b/Sv≥fy/0.4 Asv*fy/Sv≥b/0.4
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5. The development length Ld lor bars in tension is given by :
σsφ/4T bd σs*Xd/STbd σs*φ/Tbd σs/aT bd
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6. Maximum horizontal distance between tension bars in case of beams for mild steel:
>180 mm 300 mm 150 mm 200 mm
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7. For the design of one way slab, main steel reinforcement A5t is obtained by :
Mσst/Jd Mjd/σst M/σstjd σstjd/M
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10. The diameter ot longitudinal bars in column should nol be less than :
8 mm 10 mm 12 mm 16 mm
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12. When the forces in a force system lie in the same plane and have the same line of action, then the fome system is called :
Coplanar non-concurrent Coplanar parallel Coplanar concurrent Coplanar collinear
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13. The maximum angle of inclination of the plane at which a body remain in equilibrium under the action of friction only :
Angle of repose Clone of friction Angle of friction Angle of inclination
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15. The centre of gravity of a hemisphere from the base is at a distance of
2r/8 3r/8 4r/8 6r/8
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16. If the load applied on a steel wire of diameter 4 mm is 40 N, then the stress in the body is equal to :
40/π N/mm2 10/π N/mm2 40π N/mm2 π/40 N/mm2
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17. Volumetric strain of a rectangular body subjected to an axial force is :
e(l-2/3) e(2-2/m) e(p-2/m) e(l-l/m)
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18. If the linear strain is 0.00045 and lateral slrain is 0.00015, the poisson's ratio is ecpnal to :
0.0006 0.0003 3 1/3
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19. The maximum strain energy stored in a body is known as :
Proof resilience Modulus of rupture Resilience Modulus of resilience
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20. The maximum deflection for a singly supported beam with a central coventrated load is :W I2w/3w/2w /3
16El 16 El 48 FI 4SEI
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21. The distance between 2 points measured by a 20 m chain was recorded as 80 m. If the chain used was 10 cm too long, correct distance is :
79.1 m 79.9 m 80.4 m 80.1 m
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22. Correction for pull is obtained by the equation :
Cp =(Pa-Ps)L/AE Cp=(Ps-Pa)L/AE Cp=(Pa-Pc)E/AL Cp=(Pa-Ps)A/LE
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23. If the length of two parallel sides of a trapezium are 40 m and 60 m respectively and its perpendicular distance is 15 m, then its area is :
375 m2 750 m2 1500 m2 160 m2
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24. If the whole circle bearing of a line is 332c 23' its quadrantal bearing is :
N 62° 25' W S 27° 35' W S 62° 25' W N 27° 35' W
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25. If the bearings of two lines OA and OB meeting at 'O' is N 250 40' E and S 45° 25' E. its included angle is :
109° 20' 109° 40' 109° 108°
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