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PLTW CEA 3.1.6 Commercial Floor Systems

Total questions: 24

Worksheet time: 12mins

Name
Class
Date
1.

In low rise commercial buildings, floor systems may resemble residential framing using which materials?

a)

Wood or light-gauge steel

b)

Reinforced concrete

c)

Steel

2.

In many larger commercial buildings, floors are constructed with ________.

a)

Wood

b)

Light-gauge steel

c)

Reinforced concrete

d)

Plastic

3.

What is a 'Slab on Grade' in commercial ground floor construction?

a)

A type of roofing

b)

A cast-in-place concrete slab poured directly on the ground

c)

A type of wall insulation

d)

A type of flooring material.

4.

In commercial ground floor construction, the slab is reinforced with steel bars and/or ______.

a)

Plastic sheets

b)

Wooden planks

c)

Welded wire fabric (WWF)

d)

Aluminum foil

5.

What are the typical construction methods for elevated floors in commercial high rise buildings?

a)

Precast Concrete

b)

Cast-in-Place Concrete

c)

Light Gauge Steel Framing

d)

Traditional Wood Framing

6.

Which of the following is NOT correct about precast concrete floors?

a)

Formed and cast off-site

b)

Transported to the site

c)

Installed in the structure

d)

Made on-site

7.

Which type of precast concrete floor is shown in the image?

a)

Solid core

b)

Hollow core

c)

Single T

d)

Double T

8.

What is one of the benefits of using precast concrete floors?

a)

Increases construction cost

b)

Reduces construction cost and build time

c)

Increases build time

d)

Reduces material quality.

9.

Using precast concrete floors can ______ both construction cost and build time.

a)

increase

b)

reduce

c)

maintain

d)

ignore

10.

What is the process called where concrete floors are formed, reinforced, and cast in place?

a)

Precast Concrete

b)

Cast-in-Place Concrete

c)

Reinforced Concrete

d)

Prestressed Concrete

11.

What is one advantage of cast-in-place concrete floors?

a)

Cost-effectiveness

b)

Flexibility in building shape

c)

Speed of construction

d)

Aesthetic appeal

12.

What is the definition of load in the context of concrete floor design?

a)

The distance between supports

b)

The force applied to the floor

c)

The weight of the concrete

d)

The height of the building.

13.

In concrete floor design, 'Span' refers to the ______.

a)

weight of the concrete

b)

distance between supports

c)

height of the building

d)

thickness of the floor

14.

What do structural engineers use load-span tables for?

a)

To select structural elements

b)

To calculate material costs

c)

To design electrical systems

d)

To plan interior layouts.

15.

Based on the live load and the span, you can choose the floor design that requires the least amount of ______.

a)

Time

b)

Material

c)

Labor

d)

Space

16.

What is the most efficient composite floor slab to span 8ft 6in and carry an applied load of 220 psf?

a)

3.5-inch slab on Deck Type 16

b)

4-inch slab on Deck Type 18

c)

4.5-inch slab on Deck Type 22

d)

3-inch slab on Deck Type 14

17.

What is the most efficient composite floor slab to span 7ft and carry an applied load of 250 psf?

a)

3.5-inch slab on Deck Type 18

b)

4-inch slab on Deck Type 20

c)

4-inch slab on Deck Type 18

d)

3.5-inch slab on Deck Type 20

18.

What is the primary purpose of shoring in concrete framing construction?

a)

To permanently support the structure

b)

To provide temporary stabilization during construction

c)

To serve as an aesthetic feature

d)

To reduce the cost of materials

19.

What is the allowable unshored clear span for a slab depth of 3 1/2", a deck type of 18, and a 2 span length?

a)

9-0

b)

11-3

c)

10-4

d)

10-1

20.

For a slab depth of 4" and a deck type of 22, the live load for a span of 8 ft is ____.

a)

197

b)

170

c)

147

d)

180

21.

What is one reason to avoid shoring in concrete floor design?

a)

It adds to the cost of construction.

b)

It reduces the cost of construction.

c)

It increases the strength of the floor.

d)

It decreases the number of spans.

22.

The number of spans in a concrete floor design is the number of _______ lengths between supports.

a)

supported

b)

unsupported

c)

reinforced

d)

weakened

23.

What is the weight per square foot (WT PSF) for a deck type 18?

a)

1.95

b)

2.56

c)

3.25

d)

0.0295

24.

For a slab thickness of 3 1/2 inches, the recommended Welded Wire Fabric (W.W.F.) is ______.

a)

W1.4xW1.4

b)

W2.1xW2.1

c)

W1.4xW1.7

d)

W1.4xW1.5