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BSD-COLUMNS/FOOTINGS

Total questions: 25

Worksheet time: 20mins

Name
Class
Date
1.

What do columns do in a structure?

a)

Provide no support

b)

Provide diagonal support

c)

Provide vertical support

d)

Provide horizontal support

2.

What is the purpose of architectural design in columns?

a)

To provide aesthetic appeal

b)

To ensure structural stability

c)

To reduce construction costs

d)

To increase load-bearing capacity

3.

What are the structural requirements for column dimensioning and sizing?

a)

40mm concrete clear covering

b)

8mm minimum rebar size for lateral ties

c)

50mm concrete clear covering

d)

Minimum clear spacing of 30mm between vertical bars

4.

How is the width of a column calculated?

a)

B = 2Cc + 2dt + 2db + Sc

b)

B = Cc + dt + db + Sc

c)

B = Cc + dt + db

d)

B = 2Cc + 2dt

5.

What is the effect of increasing the unbraced height of a column without increasing its cross-sectional dimensions?

a)

Increases load-bearing capacity

b)

Makes the column slender

c)

Improves buckling resistance

d)

Reduces structural instability

6.

What is the recommended minimum rebar size for lateral ties in columns?

a)

6mm

b)

8mm

c)

12mm

d)

10mm

7.

What is the minimum clear spacing between vertical bars in columns?

a)

40mm

b)

35mm

c)

30mm

d)

45mm

8.

What is the limiting condition for columns?

a)

Structural instability

b)

Slenderness

c)

Excessive load-bearing capacity

d)

Buckling resistance

9.

It is the lowest part of the building or the civil structure that is in direct contact with the soil which transfers loads from the structure to the soil safely.

a)

Foundation

b)

Columns

c)

Beams

d)

Slabs

10.

It is also known as a strip footing or continuous footing, is a type of shallow foundation used to support a load-bearing wall or a line of closely spaced columns.

a)

Wall

b)

Spread

c)

Strap

d)

Combined

11.

Spread footings, also known as (a)   footings, are individual footings that support isolated columns or walls.

12.

Strap footing also known as cantilever footing, is a special case of combined foundation in which two separate footings are tied together by a beam called tie beam or (a)   beam.

13.

It is a type of foundation that supports two or more columns or load-bearing elements in close proximity to each other.

(a)  

14.

Mat foundations, also called (a)   foundations, are continuous concrete slabs that cover the entire footprint of a building.

15.

According to NBCP, Section 708.d, what is the minimum thickness of footings in millimeters?

(a)  

16.

Overall depth of foundation shall be selected such that the effective depth of bottom reinforcement is at least 150 mm. This can be found in Section (a)   ._._._ of NSCP

17.

According to NBCP, Section 708.d, what is the minimum depth of footings in meters below the ground surface?

(a)  

18.

Recommended depth and thickness of footings of a 2-STY RESIDENTIAL BLDG in meters.

(a)  

19.

Recommended depth and thickness of footings of a BUNGALOW BLDG in meters.

(a)  

20.

The preferred flange to thickness ratio of foundations is less than

(a)  

21.

The recommended flange to thickness ratio of foundations is less than

(a)  

22.

The minimum size of rebars for wall footings is (a)   mm.

23.

The minimum size of rebars for footings of a bungalow dwellings is (a)   mm.

24.

The minimum size of rebars for footings of a 2STY Residential Buidling is (a)   mm.

25.

Spacing of Rebars for Footings is between ___ mm to ___ mm O.C.

(a)