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Worksheets

Online Webinar by Krunal Talsaniya

Total questions: 20

Worksheet time: 10mins

Name
Class
Date
1.

Live load and Impact load is one type of _________ load ?

a)

Gravity Load

b)

Static Load

c)

Dynamic Load

2.

Earthquake & Wind Load is one type of ________Load.

a)

Inclined

b)

Lateral

c)

Stady

3.

If Slab panel dimension is 4.075m x 8.15m than it is identify as _________ Slab.

a)

Two Way

b)

One Way

4.

For “Severe” Exposure condition, minimum Nominal cover for all structural elements shall be ____ mm.

a)

45

b)

30

c)

60

5.

Minimum % of reinforcement for Slab is _________% ?

a)

0.8 %

b)

0.12 %

c)

0.15 %

6.

Maximum spacing between two bars in Slabs shall not be exceeded _________?

a)

150 mm

b)

250 mm

c)

300 mm

7.

Maximum Dia. Of bar in slab shall not be exceeded ___________ ?

a)

D/8

b)

D/10

c)

D/12

8.

Torsional steel area for Two-way slab shall be ______ Ast, Provided.

a)

3/4

b)

4/3

c)

2/3

9.

Minimum width of Beam shall be _____mm as per IS13920:2016.

a)

100 mm

b)

200 mm

c)

300 mm

10.

Width of beam shall be less than ____ times width of Column.

a)

0.50

b)

0.75

c)

0.90

11.

Maximum % of steel at any face as per IS 13920:2016 shall be

a)

2.5 %

b)

5%

c)

7.5%

12.

Spacing of Link over splice the splice location shall not exceed ____ mm

a)

50 mm

b)

100 mm

c)

150 mm

13.

Lap splice shall not be provided within distance ______?

a)

2d

b)

3d

c)

8d

14.

Not more than ______% area either top and bottom shall be spliced at any one section.

a)

50%

b)

75%

c)

40%

15.

Minimum Anchorage Length of steel bars of the beams should be ______ in the column.

a)

Ld + 10 db

b)

Ld + 12 db

c)

Ld + 8 db

16.

Minimum side face reinforcement in the beam should be ________ of Beam web area.

a)

0.1%

b)

0.3%

c)

0.5%

17.

Hook should be bend at _______ Degree.

a)

110

b)

120

c)

135

18.

Minimum Dimension of column shall not be less than ______ & _______mm.

a)

12 Db & 250 mm

b)

20 Db & 300 mm

c)

10 Db & 220 mm

19.

IS 456 and IS 13920 is mostly used for _______ ?

a)

RCC Design

b)

Steel Design

c)

Pavement Design

20.

Atleast _____ the steel of top support shall be provided at bottom of the support.

a)

50 %

b)

25 %

c)

75 %