SSC JE Civil Preliminary Exam in January 2018 | Practice test Day - 60 - CIVIL ENGINEERING OBJECTIVE

SSC JE Civil Preliminary Exam in January 2018 | Practice test Day – 60

Welcome to your SSC JE Civil 2018 Objective Exam Practice test Day - 60
Take an exciting test in SSC JE Civil Preliminary Exam in January 2018. 
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
1. The thickness of the flange of a Tee beam of a ribbed slab is assumed as
2. In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called
3. In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength
4. Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than
5. A raft foundation is provided if its area exceeds the plan area of the building by
6. In a combined footing if shear stress does not exceed 5 kg/cm2, the nominal stirrups provided are
7. A flat slab is supported
8. 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
9. The angle of internal friction of soil mass is the angle whose
10. The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is
11. If diameter of a reinforcement bar is d, the anchorge value of the hook is
12. If C is creep coefficient, f is original prestress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:
13. The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or
14. A pre-stressed concrete member
15. Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as
16. If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment
17. The system in which high tensile alloy steel bars (silica manganese steel) are used as prestressing tendons, is known as
18. In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at
19. An R.C.C. roof slab is designed as a two way slab if
20. If permissible working stresses in steel and concrete are respectively 1400 kg/cm2 and 80 kg/cm2 and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is
21. If the loading on a prestressed rectangular beam, is uniformly distributed, the tendon to be provided should be .
22. Design of R.C.C. cantilever beams, is based on the resultant force at
23. The minimum clear cover for R.C.C. columns shall be
24. If H is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is
25. Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of