#### The Following Section consists of Multiple Choice Questions on Structural Design Specifications.

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Structural Design Specifications MCQ

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- Question 1 of 20
##### 1. Question

1 points#### The area of the concrete in compression plus the area of reinforcement transferred on the basis of modular ratio, is called

CorrectIncorrect - Question 2 of 20
##### 2. Question

1 points#### The gap between web plates and flange plates fro fillet welds should not be more than

CorrectIncorrect - Question 3 of 20
##### 3. Question

1 points#### A continuous beam shall be deemed to be a deep beam if the ratio of its effective span to overall depth, is

CorrectIncorrect - Question 4 of 20
##### 4. Question

1 points#### The depth ‘d’ of webs without horizontal stiffeners and consisting of tongue plates is taken lesser than the depth of the girder between the flanges less the sum of the depth of the tongue plates, and

CorrectIncorrect - Question 5 of 20
##### 5. Question

1 points#### For design of a column the eccentricity of loading shall be taken as the distance from the assumed point of application of the load to the centroid of the column, subject to a minimum of

CorrectIncorrect - Question 6 of 20
##### 6. Question

1 points#### The maximum area of compression reinforcement in a beam of cross section B x D is limited to

CorrectIncorrect - Question 7 of 20
##### 7. Question

1 points#### Moist curing of the exposed surfaces of concrete is done at least for

CorrectIncorrect - Question 8 of 20
##### 8. Question

1 points#### Pick up the incorrect statement from the following:

CorrectIncorrect - Question 9 of 20
##### 9. Question

1 points#### If the ratio of effective span to overall depth of a simply supported beam is equal or greater than 1 but less than or equal to 2, the lever arm, is

CorrectIncorrect - Question 10 of 20
##### 10. Question

1 points#### For battened struts, the effective length is increased by

CorrectIncorrect - Question 11 of 20
##### 11. Question

1 points#### The test strength of the sample is taken as the average of the strength of

CorrectIncorrect - Question 12 of 20
##### 12. Question

1 points#### The maximum deflection of a structure should not normally exceed lesser of the span/350 or

CorrectIncorrect - Question 13 of 20
##### 13. Question

1 points#### Pick up the correct statement regarding columns.

CorrectIncorrect - Question 14 of 20
##### 14. Question

1 points#### For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to

CorrectIncorrect - Question 15 of 20
##### 15. Question

1 points#### The minimum pitch i.e., the distance between centres of rivet holes is not less than

CorrectIncorrect - Question 16 of 20
##### 16. Question

1 points#### Dispersion of load through the flange to web is considered as dispersed uniformly at an angle θ° is

CorrectIncorrect - Question 17 of 20
##### 17. Question

1 points#### The grade of concrete generally not used in the reinforced concrete, is

CorrectIncorrect - Question 18 of 20
##### 18. Question

1 points#### The outstand of stiffeners should be (where t is the thickness of flat).

CorrectIncorrect - Question 19 of 20
##### 19. Question

1 points#### For the plain reinforcing bars in compression, the permissible design bond stress in tension, is increased by

CorrectIncorrect - Question 20 of 20
##### 20. Question

1 points#### The cover to the main reinforced may be reduced up to one third of the specified cover but not less than

CorrectIncorrect

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Structural Design Specifications MCQ 2

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- Question 1 of 20
##### 1. Question

1 points#### The maximum compressive strength on 15 cm cubes of M 20 grade concrete at 7 days, should be a minimum of

CorrectIncorrect - Question 2 of 20
##### 2. Question

1 points#### The reduced level of third floor of a building near a column is 205.350 m. The reduced levels of the undersides of four beams supporting the fourth floor framing into the column mutually perpendicular are 208.350 m, 208.450 m, 208.500 m and 208.550 m. The supported length of the column is

CorrectIncorrect - Question 3 of 20
##### 3. Question

1 points#### The distance between, rivet line and the nearest edge of a joint not exposed to weather, is taken (where t is thickness in mm of the thinner outside plate).

CorrectIncorrect - Question 4 of 20
##### 4. Question

1 points#### Pick up the correct precaution while spilicing the reinforcing bars

CorrectIncorrect - Question 5 of 20
##### 5. Question

1 points#### The over all depth of a solid slab is 20 cm and effective depth is 15 cm. The horizontal distance between parallel main reinforcement should not be more than

CorrectIncorrect - Question 6 of 20
##### 6. Question

1 points#### The ratio of minimum compressive strength on 15 cm cubes prepared with the concrete of M 20 grade and M 40 grade, at 7 days should be at least

CorrectIncorrect - Question 7 of 20
##### 7. Question

1 points#### The minimum compressive strength on 15 cm cubes of M 30 grade concrete at 7 days, should be a minimum of

CorrectIncorrect - Question 8 of 20
##### 8. Question

1 points#### The grade of plain concrete to be used in sea water or structures exposed to sea water, should be

CorrectIncorrect - Question 9 of 20
##### 9. Question

1 points#### In case of continuous beams, the distance between the points of zero moment, may be obtained as (where l is the effective span)

CorrectIncorrect - Question 10 of 20
##### 10. Question

1 points#### The reinforcing bars in beams are not bundled in contact if the diameter of the bars, exceeds

CorrectIncorrect - Question 11 of 20
##### 11. Question

1 points#### For the reinforced concrete member totally immersed in sea water, the normal cover provided for the reinforcing bars is further increased by

CorrectIncorrect - Question 12 of 20
##### 12. Question

1 points#### The effective and actual lengths of a cantilever are same if continuous at the support

CorrectIncorrect - Question 13 of 20
##### 13. Question

1 points#### The slenderness ratio of single angle discontinuous struts conmected by a single rivet or bolt, shall not exceed

CorrectIncorrect - Question 14 of 20
##### 14. Question

1 points#### In adverse circumtances, the reinforced concrete member immersed in sea water or subjected to sea spray, the maximum permissible cover for the reinforcing bars, should not exceed

CorrectIncorrect - Question 15 of 20
##### 15. Question

1 points#### If the dimensions of a rectangular section of a short column are 15 cm x 20 cm, its unsupported length should be restricted to

CorrectIncorrect - Question 16 of 20
##### 16. Question

1 points#### The designed transverse shear in lacing is assumed as

CorrectIncorrect - Question 17 of 20
##### 17. Question

1 points#### For the stability of a structural part, the weight or anchorage should be

CorrectIncorrect - Question 18 of 20
##### 18. Question

1 points#### The creep coefficient i.e. the ratio of ultimate creep and elastic strain after

CorrectIncorrect - Question 19 of 20
##### 19. Question

1 points#### For rolled I-beams and channels, permissible tensile and compressive stresses does not exceed

CorrectIncorrect - Question 20 of 20
##### 20. Question

1 points#### In compression members, the lap length of a bar should not be less than

CorrectIncorrect

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Structural Design Specifications MCQ 3

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- Question 1 of 20
##### 1. Question

1 points#### The permissible bending stresses Pbet for steel slab bases should not exceed

CorrectIncorrect - Question 2 of 20
##### 2. Question

1 points#### Pick up the correct statement from the following:

CorrectIncorrect - Question 3 of 20
##### 3. Question

1 points#### For nominal mix concrete M 15, the required weight of fine and coarse aggregates is 350 kg and the volume of water is

CorrectIncorrect - Question 4 of 20
##### 4. Question

1 points#### The maximum characteristic strength of the stirrups reinforcement, is taken

CorrectIncorrect - Question 5 of 20
##### 5. Question

1 points#### Pick up the correct statement from the following:

CorrectIncorrect - Question 6 of 20
##### 6. Question

1 points#### Moist sand may contain surface water by mass upto

CorrectIncorrect - Question 7 of 20
##### 7. Question

1 points#### The minimum horizontal distance between two parallel main reinforcing bars, is

CorrectIncorrect - Question 8 of 20
##### 8. Question

1 points#### Pick up the correct statement from the following:

CorrectIncorrect - Question 9 of 20
##### 9. Question

1 points#### The spans of filler joists supporting a slab may be considered approximately equal if the longest span does not exceed the shortest span more than

CorrectIncorrect - Question 10 of 20
##### 10. Question

1 points#### Pick up the correct statement from the following:

CorrectIncorrect - Question 11 of 20
##### 11. Question

1 points#### The thickness of the steel

CorrectIncorrect - Question 12 of 20
##### 12. Question

1 points#### The anchorage value of standard U-type hook of a reinforcing bar of diameter d in tension, is

CorrectIncorrect - Question 13 of 20
##### 13. Question

1 points#### A simply supported beam shall be deemed to be a deep beam if the ratio of its effective span to overall depth, is

CorrectIncorrect - Question 14 of 20
##### 14. Question

1 points#### For concreting of heavily reinforced sections without vibration, the workability of concrete should be

CorrectIncorrect - Question 15 of 20
##### 15. Question

1 points#### All reinforcement should be free from

CorrectIncorrect - Question 16 of 20
##### 16. Question

1 points#### The effective depth of a shallow beam is the distance between

CorrectIncorrect - Question 17 of 20
##### 17. Question

1 points#### The minimum area of cross section of reinforcement in either direction of a slab should not be less than …… of the slab cross section

CorrectIncorrect - Question 18 of 20
##### 18. Question

1 points#### Pick up the correct statement from the following:

CorrectIncorrect - Question 19 of 20
##### 19. Question

1 points#### Pick up the correct statement for the web stiffeners

CorrectIncorrect - Question 20 of 20
##### 20. Question

1 points#### Removal of props under

CorrectIncorrect

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Structural Design Specifications MCQ 4

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- Question 1 of 20
##### 1. Question

1 points#### Columns are designed for a minimum eccentricity equal to 1/30 (unsupported length ofthe column), subject to a minimum of

CorrectIncorrect - Question 2 of 20
##### 2. Question

1 points#### The minimum diameter of longitudinal reinforcement of a column should not be less than

CorrectIncorrect - Question 3 of 20
##### 3. Question

1 points#### The grade of reinforced concrete to be used in sea water or structures exposed to sea water should be

CorrectIncorrect - Question 4 of 20
##### 4. Question

1 points#### If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from

CorrectIncorrect - Question 5 of 20
##### 5. Question

1 points#### If the main reinforcement of the slab is parallel to a T-beam, the transverse reinforcement at mid span of the slab is provided at least ……of main reinforcement

CorrectIncorrect - Question 6 of 20
##### 6. Question

1 points#### For achieving suitably a low permeability

CorrectIncorrect - Question 7 of 20
##### 7. Question

1 points#### Minimum thickness of steel work directly exposed to weather and accessible for cleaning and repainting, the thickness should be not less than

CorrectIncorrect - Question 8 of 20
##### 8. Question

1 points#### Generally acceptable nominal size of aggregates for reinforced concrete, is

CorrectIncorrect - Question 9 of 20
##### 9. Question

1 points#### For spans upto 10 m, the safe span to depth ratio for

CorrectIncorrect - Question 10 of 20
##### 10. Question

1 points#### The angle of inclination of the lacing bars with axis of the member is kept between

CorrectIncorrect - Question 11 of 20
##### 11. Question

1 points#### Pick up the correct statement from the following:

CorrectIncorrect - Question 12 of 20
##### 12. Question

1 points#### The concrete may be accepted if the average equivalent cube strength of the cores, is at least 85% of the cube strength of the concrete grade at the specified age and no individual core possesses strength less than

CorrectIncorrect - Question 13 of 20
##### 13. Question

1 points#### The slenderness ratio of a tie in a roof truss if subjected to action of wind and seismic forces, should not be greater than

CorrectIncorrect - Question 14 of 20
##### 14. Question

1 points#### For concreting of shallow sections with vibration, the work ability of concrete should be

CorrectIncorrect - Question 15 of 20
##### 15. Question

1 points#### The slenderness effect of a wall is considered if the effective height of the wall exceeds the thickness

CorrectIncorrect - Question 16 of 20
##### 16. Question

1 points#### For design purpose, the moment at the support where two unequal spans or spans not equally loaded meet, is

CorrectIncorrect - Question 17 of 20
##### 17. Question

1 points#### As per IS : 800-1982, the coefficient of expansion for steel per degree centigrade per unit length, is

CorrectIncorrect - Question 18 of 20
##### 18. Question

1 points#### The flat slab is a reinforced concrete slab with or without drops and is supported

CorrectIncorrect - Question 19 of 20
##### 19. Question

1 points#### The ratio of the effective length to the least radius of gyration of a tie member of a roof truss, which gets subjected to reversal of stress shall not exceed

CorrectIncorrect - Question 20 of 20
##### 20. Question

1 points#### The structure which is subjected to an imposed load after 72 hours for a period of 24 hours, is deemed to be unacceptable if it fails to recover the net deflection less than

CorrectIncorrect