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BUILDING CONSTRUCTION

Total questions: 50

Worksheet time: 22mins

Name
Class
Date
1.

how many days shall a building permit be released

a)

15 days

b)

30 days

c)

within 15 days

d)

within 30 days

2.

A type of soil test that determines the ultimate bearing capacity of the soil

a)

TEST PITS

b)

TEST BORING

c)

DEEP BORING

3.

SITE PREPARATION:

It is the removal of roots that may remain in the soil

a)

CLEARING

b)

GRUBBING

c)

STRIPPING

4.

TYPE OF EXCAVATION:

Uses heavy equipments (backhoe, dumptruck, excavator)

a)

MINOR EXCAVATION

b)

MAJOR EXCAVATION

c)

DEEP EXCAVATION

d)

SHALLOW EXCAVATION

5.

KIND OF PILE:

mixture of 2 materials (concrete & steel)

a)

TIMBER PILE

b)

COMPOSITE PILE

c)

PIPE PILE

d)

H-PILE

6.

it is a depth of section measured from the compression face to the centroid of the tension reinforcement

a)

EFFECTIVE DEPTH OF SECTION

b)

BEAM WITDH

c)

STIRRUP

d)

HOOK

7.

TYPES OF REINFORCED CONCRETE SLAB:

A reinforced concrete slab cast that is economical for medium spans with light to medium live load. Also called joist slab.

a)

CONTINUOUS SLAB

b)

TWO-WAY FLAT PLATE

c)

BEAM AND GIRDER SLAB

d)

RIBBED SLAB

8.

TYPE OF REINFORCED CONCRETE SLAB:

A flat plate thickened at its column supports with column capitals and drop panels to increase its shear strength and moment resisting capacity. It is suitable for heavily loaded spans.

a)

TWO-WAY FLAT PLATE

b)

TWO-WAY SLAB

c)

TWO-WAY FLAT SLAB

d)

BEAM AND GIRDER SLAB

9.

It is an alternative for expensive construction eg. metal, steel, long-span. Commonly used in bridges, malls, convention center, airports. Uses less columns in between for long span.

a)

PRE-TENSIONED CONCRETE

b)

POST-TENSIONED CONCRETE

c)

PRECAST CONCRETE

d)

MIXED CONCRETE

10.

It is a pre-stressed concrete product used for parking structures, roofs and floors, where long spans are required and/or heavy loads must be supported.

a)

SOLID FLAT SLAB

b)

HOLLOW CORE SLAB

c)

DOUBLE TEE

d)

SINGLE TEE

11.

It is a beam to column bolted connection that is not designed to be moment resisting. Its angle seat does not provide additional stiffness

a)

SIMPLE FRAMED CONNECTION

b)

SEATED CONNECTION

c)

COPED CONNECTION

d)

BUTT CONNECTION

12.

TYPE OF WELDING:

pressure welding; resistance to a passage of an electric current

a)

ARC WELDING

b)

RESISTANCE WELDING

c)

GAS WELDING

d)

SHIELDED METAL ARC WELDING

13.

METHODS OF SOLDERING METALS:

a process used for joining metal parts to form a mechanical or electrical bond

450°C below

a)

SOLDERING

b)

BRAZING

c)

WELDING

14.

METHODS OF SOLDERING METALS:

a heat fusion method of joining pipes for trenchless construction and rehabilitation jobs using a molten filler metal,

above 450°C

a)

BRAZING

b)

SOLDERING

c)

WELDING

15.

TYPE OF METAL DECKING:

A permanent formwork for a reinforced concrete slab. Most common.

a)

CELLULAR DECKING

b)

COMPOSITE DECKING

c)

FORM DECKING

16.

A lightwieght, fabricated steel joist. Also called bar joist.

a)

OPEN-WEB STEEL JOIST

b)

JOIST GIRDER

c)

CASTELLATED BEAM

d)

FLOOR JOIST

17.

It is placed between bearing stiffener for increased resistance to diagonal compressive stresses

a)

INTERMEDIATE STIFFENER

b)

BEARING STIFFENER

c)

STIFFENER

d)

FLANGE ANGLE

18.

A steel plate forming the web of a plate girder

a)

WEB PLATE

b)

STIFFENER

c)

PLATE GIRDER

d)

COVER PLATE

19.

An essential tool for applying tile mortar to wall or floor surfaces

a)

NOTCH TROWEL

b)

STRAIGHT EDGE

c)

STEEL TROWEL

d)

WOODEN FLOAT

20.

A TOOL FOR SMOOTHENING CONCRETE WITH A LARGE CONCRETE WITH A LARGE CONCRETE FLOAT

a)

BULL FLOAT

b)

NOTCH TROWEL

c)

WOODEN FLOAT

d)

STEEL TROWEL

21.

A CUTTING MACHINE CONSISTING OF A CIRCULAR SAW MOUNTED ON A SLIDING HORIZONTAL ARM

a)

RADIAL ARM SAW

b)

TABLE SAW

c)

BAND SAW

d)

CUTTING SAW

22.

USED TO CREATE VACCUM

a)

GLASS SUCKER

b)

GLASS CARRIER

c)

SPIDER GLASS SUCKER

d)

TRISUCKER

23.

A TOOL USED TO SHAPE AND SMOOTH WOODEN RODS AND SHAFTS

-OFTEN FOR USE AS WHEEL SPOKES , CHAIR LEGS FOR SELF BOWS, AND ARROWS

a)

PLANER

b)

HAND PLANE

c)

SPOKESHAVE

d)

FILE

24.

USED FOR SMOOTHENING EDGES

a)

CARPENTER'S FILE

b)

CHISEL

c)

PLANER

d)

HAND PLANE

25.

USED TO CUT INTRICATE EXTERNAL SHAPES AND INTERIOR CUT-OUTS IN WOODWORKING OR CARPENTRY

a)

COPING SAW

b)

HACK SAW

c)

KEYHOLE SAW

d)

BOW SAW

26.

STEEL RIGID FRAME CONSTRUCTION:

IT IS A CURVED WALL CONSTRUCTION/ ARCHED METAL ROOF SYSTEM /STEEL ARCH BUILDING

a)

ARCHED WALL STEEL CONSTRUCTION

b)

STRAIGHT WALL STEEL CONSTRUCTION

c)

SPACE FRAME CONSTRUCTION

d)

THIN SHELL CONSTRUCTION

27.

A TEMPORARY STRUCTURE THAT SUPPORTS NEWLY PLACED CONCRETE

a)

FORM

b)

FORMWORKS

c)

FRAME

d)

SCAFFOLD

28.

IT IS A LAYER OF COARSE GRANULAR MATERIAL. PREVENTS THE CAPILLARY RISE OF MOISTURE TO A CONCRETE GROUND SLAB

a)

BASE COARSE

b)

GROUND SLAB

c)

COMPACTED DENSE SOIL BASE

d)

SAND LAYER

29.

CONCRETE SLAB JOINT:

IT IS FORMED WHEN OLD AND NEW CONCRETE MEET. CONCRETE SURFACE HARDENS, NEW BATCH OF CONCRETE IS PLACED

a)

CONSTRUCTION JOINT

b)

COLD JOINT

c)

SEISMIC JOINT

d)

ISOLATION AND EXPANSION JOINT

30.

CONCRETE SLAB JOINTS:

IT ALLOWS MOVEMENT WITHOUT DAMAGING ADJACENT STRUCTURES

a)

ISOLATION AND EXPANSION JOINTS

b)

SEISMIC JOINTS

c)

COLD JOINTS

d)

CONSTRUCTION JOINT

31.

REINFORCED CONCRETE COLUMN:

STRUCTURAL STEEL COLUMN ENCASED IN REINFORCED CONCRETE,

IT HAS VERTICAL & SPIRAL REINFORCEMENT

a)

COMPOSITE COLUMN

b)

TIED COLUMN

c)

SPIRAL COLUMN

d)

COMPOUND COLUMN

32.

REINFORCED CONCRETE COLUMN:

IT HAS SPIRAL REINFORCEMENT ENCLOSING A CIRCULAR CORE

a)

SPIRAL COLUMN

b)

TIED COLUMN

c)

COMPOUND COLUMN

d)

COMPOSITE COLUMN

33.

REINFORCED CONCRETE COLUMN:

IT HAS STRUCTURAL STEEL COLUMN ENCASED IN CONCRETE 2 1/2 (64mm) REINFORCED WITH WIRE MESH

a)

COMPOUND COLUMN

b)

SPIRAL COLUMN

c)

TIED COLUMN

d)

COMPOSITE COLUMN

34.

LAP SPLICE:

BUTTING ENDS TOGETHER

a)

BUTT SPLICE

b)

COMPRESSION SPLICE

c)

WELDED SPLICE

d)

OFFSET BEND

35.

SPLICE:

BUTTED ENDS CONNECTED WITH A MECHANICAL FASTENER AS A SLEEVE CLAMP

a)

COMPRESSION SPLICE

b)

WELDED SPLICE

c)

OFFSET BEND

d)

BUTT SPLICE

36.

A U-SHAPED OR CLOSED-LOOP BARS PLACED PERPENDICULAR TO THE LONGITUDINAL REINFORCEMENT

a)

STIRRUP

b)

HOOK

c)

CONCRETE COVER

d)

DEEP BEAM

37.

BEAM:

A MONOLITHIC REINFOCED CONSTRUCTION COMMON IN MRT & LRT

a)

T-BEAM

b)

DEEP BEAM

c)

BEAM

d)

MONOLITHIC BEAM

38.

MEASURED FROM THE SURFACE OF THE REINFORCEMENT TO THE OUTER SURFACE OF THE CONCRETE SECTION

a)

CONCRETE COVER

b)

BEAM WIDTH

c)

DEEP BEAM

d)

EFFECTIVE DEPTH OF SECTION

39.

DEPTH OF SECTION MEASURED FROM THE COMPRESSION FACE TO THE CENTROID OF THE TENSION REINFORCEMENT

a)

EFFECTIVE DEPTH OF SECTION

b)

BEAM WIDTH

c)

DEEP BEAM

d)

BEAM

40.

A CAST-IN PLACE CONCRETE BEAMS FORMED AND PLACED ALONG WITH THE SLAB THEY SUPPORT

a)

BEAM

b)

COLUMN

c)

POST

d)

HOOK

41.

TYPE OF REINFORCED CONCRETE SLAB:

EXTENDING AS A STRUCTURAL UNIT OVER THREE OR MORE SUPPORT; SUBJECT TO LOWER BENDING MOMENT THAN A SERIES OF DISCRETE SIMPLY SUPPORTED SLABS

a)

CONTINUOUS SLABS

b)

TWO-WAY FLAT PLATE

c)

TWO-WAY SLAB

d)

BEAM AND GIRDER SLAB

42.

TYPE OF REINFORCED CONCRETE SLAB:

RECTANGULAR; FOR SHORT SPANS, UNIFORMLY THICK, REINFORCED IN ONE DIRECTION

a)

ONE-WAY SLAB

b)

ONE-WAY JOIST SLAB

c)

RIBBED SLAB

d)

TWO-WAY SLAB

43.

TYPES OF REINFORCED CONCRETE SLAB:

REINFORCED CONCRETE SLAB CAST; ECONOMICAL FOR MEDIUM FOR MEDIUM-SPANS WITH LIGHT TO MEDIUM LIVE LOADS; JOIST SLAB

a)

RIBBED SLAB

b)

ONE-WAY JOIST SLAB

c)

ONE-WAY SLAB

d)

BEAM AND GIRDER SLAB

44.

TYPE OF WELDING:

SHIELDED BY A BLANKET OF FUSIBLE, GRANULAR METAL, MELTS TO FORM A LAYER OF PROTECTIVE SLAG

a)

SUBMERGED ARC WELDING

b)

FLUX-CO RED ARC WELDING

c)

INERT-GAS SHIELDED ARC WELDING

d)

GAS WELDING

45.

TYPE OF METAL DECKING:

HAS A SERIES OF SPACES OR RACEWAYS FOR ELECTRICAL AND COMMUNICATIONS WIRING

a)

CELLULAR DECKING

b)

COMPOSITE DECKING

c)

FORM DECKING

d)

METAL DECKING

46.

MOMENT CONNECTIONS:

CONNECTION ARE ABLE TO HOLD THEIR ORIGINAL ANGLE; PLATES WELDED OR BOLTED TO THE BEAM FLANGES AND SUPPORTS COLUMN; MORE RIGID IN MOMENT RESISTANCE

a)

RIGID FRAME

b)

SIMPLE FRAME

c)

SEATED CONNECTION

d)

ANGLED FRAME

47.

BUILDING FRAMING SYSTEM:

USES WOOD IN SKELETON FRAMING

a)

BALLOON CONSTRUCTION

b)

STEEL-CAGE CONSTRUCTION

c)

POLE CONSTRUCTION

d)

LIGHT-FRAME CONSTRUCTION

48.

BUILDING FRAMING SYSTEM:

THE STUCTURE RELIES ITS STRENGTH ON THE POLE

a)

POLE CONSTRUCTION

b)

LIGHT-FRAME CONSTRUCTION

c)

PANEL OR BOX CONSTRUCTION

d)

PLANK AND BEAM CONSTRUCTION

49.

BUILDING FRAMING SYSTEM:

FLOOR/ROOF CONSTRUCTION, TIMBER BEAMS, SUPPORTS WOOD PLANKS OR DECKING

a)

PLANK AND BEAM CONSTRUCTION

b)

POLE CONSTRUCTION

c)

LIGHT FRAME CONSTRUCTION

d)

POST AND BEAM CONSTRUCTION

50.

CLASSIFICATION OF PILES ACCORDING TO USE:

DRIVEN AT AN INCLINATION TO RESIST FORCES THAT AREN'T VERTICAL

a)

BATTER PILE

b)

BEARING PILE

c)

FENDER PILE

d)

GUIDE PILE