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BLT-4 sy2021-'22 MID-TERM

Total questions: 40

Worksheet time: 10mins

Name
Class
Date
1.

Smallest value of soil bearing capacity is one (1) ____:

a)

Kn/M2

b)

Tons/ft3

c)

Tons/ft2

d)

Kn/m3

2.

Minimum number of vertical bars for tied column of  a bungalow type structure

a)

3

b)

4

c)

5

d)

6

3.

1-Ton equivalent:

a)

2000 lbs

b)

1000 kg

c)

2500 lbs

d)

1200 kg

4.

What do you call the forces or Load P that is transmitted to the Column?

a)

Soil bearing capacity

b)

Lateral Load

c)

Download

d)

Reaction

5.

What do you call the forces that counteract Load transmitted to the Footing?

a)

Soil bearing capacity

b)

Lateral Load

c)

Download

d)

Reaction

6.

A method of estimating which found by multiplying the area of space time a cost factor:

a)

Cubic meter method

b)

Square meter method

c)

Perimeter or Linear method

d)

Combined method

7.

A method of estimating wherein cubage provides the basis for costs:

a)

Cubic meter method

b)

Square meter method

c)

Perimeter method

d)

Combined method

8.

A method of estimating which includes the description of a complete take-off of all materials in the project:

a)

Bidding method

b)

User Units method

c)

Quantity Survey method

d)

Modular cost method

9.

Type of load created by wind pressure:

a)

Lateral load

b)

Dead load

c)

Live load

d)

Moving load

10.

A type of load created by vehicles:

a)

Lateral Load

b)

Moving Load

c)

Live load

d)

Dead Load

11.

Spinning condenser in the building:

a)

Live load

b)

Moving load

c)

Dead load

d)

Lateral load

12.

Water- Cement Ratio

a)

Slump Test

b)

Boring Test

c)

Compression Test

d)

Tensile Test

13.

If the designer wanted to provide B2 column as an additional support of the given sketch of Column location. What will be the Tributary Area of B2?

a)

13.81 m2

b)

15.63 m2

c)

12.25 m2

d)

12.75 m2

14.

If the designer wanted to provide B4 column as an additional support of the given sketch of Column location. What will be the Tributary Area of B4?

a)

13.81 m2

b)

15.63 m2

c)

12.25 m2

d)

12.75 m2

15.

Based from the given sketch of Column location, what is the Tributary Area of C1?

a)

13.81 m2

b)

15.63 m2

c)

12.25 m2

d)

12.75 m2

16.

Based from the given sketch of Column location, what is the Tributary Area of A3?

a)

13.81 m2

b)

15.63 m2

c)

12.25 m2

d)

12.75 m2

17.

COMPUTATION: What will be the MINIMUM AREA OF FOOTING for the 1-Ton/ Ft2 Soil Bearing Capacity if the Load P of Column is 10.764 Tons?

a)

1.0 M2

b)

10.05 Ft2

c)

3.281 Ft2

d)

9.00 Ft2

18.

Transporting concrete by means od Chute having a Free-fall ratio of _______ to avoid concrete aggregates segregation:

a)

1-Horizontal is to 2-Vertical

b)

1-Vertical is to 2-Horizontal

c)

1-Vertical is to 3-Horizontal

d)

2-Vertical is to 2-Horizontal

19.

Conveys concrete by means of air pressure:

a)

Concrete Buggy

b)

Hoist Bucket

c)

Pump Crete

d)

Transit Mixer

20.

Conveys concrete thru 6" minimum pipe diameter:

a)

Concrete Buggy

b)

Hoist Bucket

c)

Pump Crete

d)

Transit Mixer

21.

Transporting concrete in a continuous mixing from mixing plant to project site:

a)

Concrete Buggy

b)

Hoist Bucket

c)

Pump Crete

d)

Transit Mixer

22.

Delivering concrete per floor level using bucket and hoist rail guide:

a)

Porta Lift

b)

Hoist Bucket

c)

Pump Crete

d)

Transit Mixer

23.

A type of footing which is driven into the ground with a diameter of not less than 600mm:

a)

Matt Foundation

b)

Combined Footing

c)

Pile Foundation

d)

Strip Footing

24.

A type of footing usually used in the property line column while other column is located inside to prevent the prop. line column collapse towards the weakest side.

a)

Matt Foundation

b)

Combined Footing

c)

Pile Foundation

d)

Strip Footing

25.

A foundation of all Columns in as One(1) Base Footing:

a)

Matt Foundation

b)

Combined Footing

c)

Pile Foundation

d)

Strip Footing

26.

A rows of Column in One(1) line Footing, like wall footing as an example:

a)

Matt Foundation

b)

Combined Footing

c)

Pile Foundation

d)

Strip Footing

27.

General conditions is described under ________:

a)

Substructure

b)

Shell

c)

 Interior

d)

Services

28.

A type of specification wherein is applied to Repair Works wherein the materials to be used is the same specs of the existing materials:

a)

Descriptive Specs

b)

Brandname Specs

c)

Closed Specs

d)

Reference Specs

29.

A type of specification applied as indicated by arrow:

a)

Descriptive Specs

b)

Brandname Specs

c)

Closed Specs

d)

Reference Specs

30.
a)

Hamba

b)

Bisagra

c)

Batidura

d)

Pie de Gallo

31.

Used to edit the standard specs of concrete as to improve the workability, durability, setting time etc.:

a)

Adhesive

b)

Admixture

c)

Adplus

d)

Sahara

32.

The result of shrinkage of concrete due to hardening and contraction:

a)

Cracks

b)

Non porosity

c)

Leaks

d)

Weaker compressive strength

33.

To avoid shrinkage of concrete and rapid evaporation of moisture content of concrete:

a)

Concrete covering

b)

Water-cement ratio

c)

Concrete Testing

d)

Concrete Curing

34.

Item "A" is called______?

a)

Estaka

b)

Stoke

c)

Batter Board

d)

Wood Guide

35.

Item "B" is called______?

a)

Estaka

b)

Stoke

c)

Batter Board

d)

Wood Guide

36.

What divisions of Specs this falls under?

a)

General Condition

b)

Site Construction

c)

Thermal/Moisture

d)

Concrete

37.

What divisions of Specs this falls under?

a)

General Condition

b)

Site Construction

c)

Thermal/Moisture

d)

Concrete

38.

What Master format division of Specs this falls under?

a)

General Condition

b)

Site Construction

c)

Thermal/Moisture

d)

Concrete

39.

What is the purpose of this shown?

a)

Water-Cement Ratio

b)

Proportioning of Concrete

c)

Admixture Test

d)

Concrete Test

40.

Who discovers Portland Cement?

a)

Joseph Aspdin

b)

John Aspdin

c)

Sir Aspdin

d)

Jayson Aspdin