wayground logo

Free Printable Worksheets

Font size

S
M
L
XL
Worksheets

ARCC ES (35 pts)

Total questions: 35

Worksheet time: 18mins

Name
Class
Date
1.

  1. How to classify one-way slab

a)

  1. m = l / s

b)

  1. m = s / 2l

c)

  1. m = s / l < 0.5

d)

  1. m = l / s < 0.5

e)

None

2.

  1. How to classify two way slab

a)

  1. m = s / 2l

b)

  1. m = s / l ≥ 0.5

c)

  1. m = s / l < 0.5

d)

  1. m = l / s ≥ 0.5

e)

None

3.

  1. Combination of concrete and steel

a)

  1. Steel design

b)

  1. Concrete design

c)

  1. Reinforced concrete

d)

  1. Reinforced steel

4.

  1. What shall be the diameter of the tie bar for the longitudinal bar 32 diameter and smaller

a)

  1. 16mm

b)

  1. 20mm

c)

25mm

d)

10mm

e)

  1. None of these

5.

  1. It is part of any wall entirely above the roof line

a)

  1. Eaves

b)

  1. Ceiling height

c)

  1. Roof deck

d)

  1. Parapet wall

e)

None

6.

  1. Formula for modulus of elasticity (E)

a)

  1. E = SA

b)

  1. E = A/S

c)

  1. E = S/ε

    1. S = stress

    2. ε = strain

d)

  1. E = P/A

e)

  1. E = A/P

7.

  1. Round type of column

a)

  1. Square

b)

  1. Rectangular

c)

  1. L-type

d)

  1. Spiral

e)

None

8.

  1. Minimum diameter bend for 32mm diameter bar

a)

  1. 8 db

b)

  1. 9 db

c)

  1. 10 db

d)

  1. 12 db

e)

  1. 16 db

9.

  1. Is a single force which acting alone will produce the same effect as the force system

a)

  1. Concurrent

b)

  1. Non-concurrent

c)

  1. Resultant

d)

Compressive

10.

  1. Lateral displacement of one level above or below

a)

  1. Storey drift

b)

  1. Lateral movement

c)

  1. Displacement

d)

  1. ∆P factor

11.

  1. What is the unit weight of concrete?

a)

  1. 10.7kN/m3

b)

  1. 23.54kN/m3

c)

  1. 25kN/m2

d)

  1. 38kN/m2

e)

  1. None of these

12.

  1. Minimum cantilever slab thickness

a)

  1. t = L/10

b)

  1. t = L/15

c)

  1. t = L/20

d)

  1. t = L/25

e)

  1. t = L/30

13.

  1. Loads that are applied slowly to structure

a)

  1. Impact

b)

Moving

c)

Live

d)

Dead

e)

  1. Static loads

14.

  1. Concrete cover inside building

a)

  1. 40mm

b)

  1. 32mm

c)

10mm

d)

  1. 75mm

e)

70mm

15.

  1. Secondary moment on a column

a)

  1. P delta effect

b)

  1. Bending effect

c)

  1. Axial lord

d)

  1. Axial moment

16.

  1. Basic wind speed zone III Mindanao NSCP 2001

a)

  1. 140 kph

b)

  1. 150 kph

c)

  1. 160 kph

d)

  1. 125 kph

e)

  1. 130 kph

17.

  1. Driven pile 200mm diameter or less

a)

Macro

b)

  1. Micro

c)

  1. Concrete

d)

Steel

e)

Pier

18.

  1. Cast in place/bored piles minimum f’c

a)

  1. 16.5 Mpa

b)

  1. 20.7 Mpa

c)

  1. 28 Mpa

d)

  1. 32.5 Mpa

e)

  1. 40.1 Mpa

19.

Concrete mixture of 1:2:4

a)

  1. Class B

b)

  1. Class C

c)

  1. Class A

d)

  1. Class D

e)

  1. Class AA

20.

  1. Also called working stress design

a)

USD

b)

ASD

c)

  1. LRFD

d)

  1. SD

e)

  1. Factor of Safety

21.

  1. To prevent column main bars from buckling outward

a)

  1. Formworks

b)

Spacers

c)

Ties

d)

Cover

e)

Rebars

22.

  1. Vertical load due to permanent weight

a)

  1. Live

b)

Dead

c)

  1. Environmental 

d)

Rain

e)

Machine

23.

  1. Spacing maximum rebars for walls and slab 3x the wall or slab thickness

a)

  1. 300mm

b)

200mm

c)

  1. 450mm

d)

  1. 500mm

e)

600mm

24.

  1. Minimum live loads for parking garages and ramp

a)

  1. 1.90 kPa

b)

  1. 4.8 kPa

c)

  1. 6.0 kPa

d)

  1. 3.8 kPa

e)

  1. None

25.

  1. A storey whose strength is less than 80% of the strength of the storey

a)

  1. Strong storey

b)

  1. Weak storey

c)

  1. Deflected storey

d)

  1. Stiff storey

e)

  1. Moderate storey

26.

  1. A thick column subject to failure by crushing

a)

  1. Slender column

b)

  1. Intermediate column

c)

  1. Short column 

d)

tied

27.

Formula for calculating footing area

a)

A=p/q 

b)

A=pq

c)

A=V*S

d)

A=WX

e)

None Of These

28.

  1. Minimum one way slab thickness both end continuous

a)

  1. L/28

b)

  1. L/16

c)

  1. L/24

d)

  1. L/20

e)

  1. L/25

29.

  1. Is a portion of structure common to intersecting members

a)

Joints

b)

Dowels

c)

Monolithic

d)

  1. Development length

30.

  1. Minimum building code requirement for residential live loads

a)

  1. 4.8 kPa

b)

  1. 12 kPa

c)

  1. 2.9 kPa

d)

  1. 1.9 kPa

e)

  1.  None

31.

What is the unit weight of soil?

a)

10.7kN/m2

b)

17kN/m2

c)

9.81kN/m2

d)

15kN/m3

e)

17kN/m

32.

Formula for stress

a)

E = S/ε

b)

S = P/A

c)

A = P/S

d)

P = A/S

e)

ε = E/∆t

33.

Removal of side forms (at least)

a)

2 days

b)

7 days

c)

14 days

d)

28 days

e)

30 days

34.

How to calculate total h of beam

a)

h = l / 12

b)

h = l / 33

c)

h = l / 40

d)

h = l /5

e)

h = l / 9

35.

How to calculate beam width (estimate)

a)

b = ½ h

b)

b = ⅓ h

c)

b = ⅘ h

d)

b = 4/3 h

e)

None

Similar Resources on Wayground

Structural

39 questions

Structural

quiz

Worksheet

•

University - Professi...

Building Laws 1

30 questions

Building Laws 1

quiz

Worksheet

•

University - Professi...

Ejercicios Fundamentos

39 questions

Ejercicios Fundamentos

quiz

Worksheet

•

University

VDA - Floor (Part 1/2)

35 questions

VDA - Floor (Part 1/2)

quiz

Worksheet

•

University

VDA - Foundation (Part 1/2)

33 questions

VDA - Foundation (Part 1/2)

quiz

Worksheet

•

University

HOA-1

35 questions

HOA-1

quiz

Worksheet

•

University - Professi...

test efficienza energetica V 2025

30 questions

test efficienza energetica V 2025

quiz

Worksheet

•

University

ALE Review - Building Utilities Quiz 5

30 questions

ALE Review - Building Utilities Quiz 5

quiz

Worksheet

•

University