Building Construction Flashcards

1
Q

One of the series of parallel beams

A

Floor Joist

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2
Q

A joist on which floor boards are laid

A

Common Joist/ Bridging Joist

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3
Q

A beam which supports the common joist of a floor above and the ceiling joists below

A

Binding Joist/ Binder

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4
Q

Commonly joins two vertical posts

A

Bonding Joist/ Binder

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5
Q

A large principal beam of steel, reinforced concrete or timber

A

Girder

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6
Q

used to support concentrated loads at isolated point along its length

A

Girder

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7
Q

A brace or a system of braces placed between joists to stiffen them and help distribute the load

A

Bridging

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8
Q

Diagonal Bracing in pairs between adjacent floor joist to prevent joists from twisting

A

Cross/ Diagonal Bridging or Herringbone Strutting

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9
Q

Short Member (boards) which are fixed vertically between floor joists to stiffen joist

A

Block or Solid Bridging, Solid Strutting

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10
Q

A floor supported by common joists without girder

A

Bridging Floor

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11
Q

A large joist that carries much of a floor load

A

Principal Joist

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12
Q

Any joist resting directly in sleepers

A

Sleeper Joist

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13
Q

Horizontal member which housed in the studs of balloon framing and carries joists

A

Ledger, Ribbon or Ribband

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14
Q

On a beam which carries joists flush with the upper edge of the beam, strip of lumber nailed on the side of beam, forming a seat for joist and helping to support them

A

Ledger Strip, Ribbon Strip

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15
Q

a horizontal timber at the bottom of the frame of a wood structure which rests on the foundation

A

Sill

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16
Q

What aspects binds the consultants with the contractors in the construction industry

A

Client

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17
Q

Proper order of the traditional procurement process in construction

A

Pre-design, Schematic, Design Development, Bidding, Negotiation, Construction

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18
Q

Who is liable for the sub-contractor’s mistake if seen from a traditional contract system

A

Contractor

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19
Q

What is a shelter from rain, sun and wind; this implies a roof, and walls to support it. If the walls entirely enclose the space within, there are doorways for access and windows for light

A

Building

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20
Q

High Rise Building

A

11 and above floors

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21
Q

Mid rise Bldg

A

5-10 floors

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22
Q

Low rise bldgs

A

1-4 floors

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23
Q

Not part of the framing system

A

Foundation

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24
Q

Load Distribution

A

Beams>Columns>Footing

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25
Q

Major lighting consideration in a room

A

General, Mood, Accent Lighting

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26
Q

Used to project/draw a straight line in a flat surface

A

Pitik

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27
Q

Power tool use to cut off moulding in a wooden section

A

Router

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28
Q

Most flexible sawing power tool

A

Jig Saw

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29
Q

What division is Wood and Plastics

A

Division 6

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30
Q

Min. required distance from every structure to property lines

A

Setback

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31
Q

Used to mark the end points of property line during site layout

A

Stakes

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32
Q

Where would you place major steel reinforcement of a footing

A

At the bottom

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33
Q

Concrete: Compression, Wood:

A

Wood: Compression & Tension

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34
Q

Framing element that does not support the floor

A

Girder

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35
Q

Floor Slab is supposed on an axis, what type of slab is it?

A

one way slab

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36
Q

Following cannot support a floor

A

Kostilyahe : Ceiling Joist

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37
Q

Process where design is translated into real world into tangible matter

A

Construction

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38
Q

Most complex industries in human society

A

Construction

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39
Q

A temporary endeavor undertaken to create a unique product, service or result

A

Project

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40
Q

Geographical venue of the project

A

Site

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41
Q

Determined needs of the users guide for design process

A

Program

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42
Q

Sequence coming and duration of works to be done in order to complete project

A

Schedule

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43
Q

Financial allocation for the project

A

Budget

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44
Q

Unseen or possible changes in the design or construction on of a project

A

Contingencies

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45
Q

money designed may be needed in design to accommodate new project requirements

A

Design contingencies

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46
Q

Money needed to pay unforeseen work or materials necessary

A

Construction Contingencies

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47
Q

Money by owner possible fund additional work

A

Owner Contingencies

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48
Q

Money needed to pay significant increase cost of materials

A

Escalation

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49
Q

Written information clarifies bidding documents

A

Addendum

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50
Q

additional design added on construction documents to obtain multiple possible cost

A

Alternate

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51
Q

Imply added materials and cosr

A

Add Alternates

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52
Q

Imply removal of certain elements to lower project cost as necessary

A

Deduct Alternates

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53
Q

ANSI

A

American National Standard Institute

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54
Q

Contract documents marked up to reflected any changes during construction

A

As Built Drawing/ Bid Drawings/ Record Drawing

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55
Q

Offer a Proposal or a price submit estimates and cost of project

A

Bid

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56
Q

Written documents issued by appropriate government authority permitting the construction

A

Building Permit

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57
Q

Documents is issued by local government agency stating building property meets local standard od occupancy

A

Certificate of Occupancy

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58
Q

Written documents between and signed by owner and contractor authorizing a change in the work adjust contract sum or length of time

A

Change Order

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59
Q

Intensive design process solving architectural problem quickly

A

Charrette

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60
Q

Direct contractor costs for labor, materials, equipment, and services as well overhead and profit.

A

Construction Cost

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61
Q

Organization and direction of the labor force materials and equipment

A

Construction Management

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62
Q

Written agreement giving responsibility for project planning and accomplishment and overall project

A

Construction Management Contract

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63
Q

Hired by the owner or arch. to provide information advice the project

A

Consultant

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64
Q

Contractual duties and responsibilities of arch and engr

A

Contract Administration

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65
Q

Difference between original contract orice and final complete cost

A

Contract Over(under) run

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66
Q

Licensed individual or company that agrees and perform the work as specified

A

Contractor

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67
Q

date certified by arch when work is to be completed

A

Date Substantial Completion

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68
Q

Calculation of the amount of labor

A

Estimating

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69
Q

method of construction management where construction begins before completion of construction

A

Fast Track Construction

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70
Q

Moveable furniture fixtures and equipment do not require permanent connection to structure and utilities

A

FF&E

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71
Q

Written order calling for clarification or minor change in construction work not involving change in contract

A

Field Order

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72
Q

Licensed individual or company with prime responsibility for the work

A

General contractor

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73
Q

Expenses that are not chargeable to specific project or task such as overhead

A

Indirect Cost

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74
Q

NIBS

A

National Institute of Building Sciences

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75
Q

Written contract between arch. and client for professional arch. services

A

Owner-Architect Agreement

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76
Q

Central Idea governing and organizing work of arch. from French “partir” to depart intention of going somewhere

A

Parti

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77
Q

desired list of spaces rooms elements as well as their sizes

A

Program

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78
Q

Line diagram showing proposed and actual starting completion time in project

A

Progress Schedule

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79
Q

All cost for a specific project until fixtures and equipment and any other project related expenses

A

Project Cost

80
Q

Written list of names and addresses of all parties involve in a project: owner, architect, engr., contractor

A

Project Directory

81
Q

Qualified individual or firm authorized by the owner to be responsible for coordinating time for all portions of a project

A

Project Manager

82
Q

Detailed written specs describing acceptable construction materials and methods

A

Project Manual

83
Q

Written request from contractor to the owner or arch. for clarification of contract documents

A

Request for Information (RFI)

84
Q

Written request to contractor for estimate or cost proposal

A

Request for Proposal (RFP)

85
Q

Plan for performing work, chart within drawing set

A

Schedule

86
Q

Chart diagram or outline of system being proposed

A

Scheme

87
Q

Written range of view or action for a specific project

A

Scope of Work

88
Q

Drawings diagram schedule and other data specially prepared by contractor sub , manufacturer, supplier or distributor

A

Shop Drawing

89
Q

Location of structure or group of structure

A

Site

90
Q

Expenses in addition to direct cost inc. arch. and engr. fees

A

Soft Costs

91
Q

listing of minimum acceptable ethical, principals and practice

A

Standard of Professional Practice

92
Q

Load bearing assembly of beams and columns of foundation

A

Structural Systems

93
Q

Specialized contractor who is subordinate to the prime or main contractor

A

Sub Contractor

94
Q

Interior improvements of the project after the building envelope is complete

A

Tenants Improvements

95
Q

Proposed replacement or alternate for material or process of equivalent cost and quality

A

Substitution

96
Q

Written agreement wherein payment is based on actual cost for labor in addition to overhead

A

Time and Materials (T&M)

97
Q

Process of analyzing costs vs the value of alternative materials achieving lowest total costs for a project

A

Value Engineering (VE)

98
Q

Restrictions of areas or regions of land within specific areas based on permitted building size est by governing urban authorities

A

Zoning

99
Q

Document issued by a governing urban authority that permits land to be used for a specific purpose

A

Zoning Permit

100
Q

Part of building above ground

A

Superstructure

101
Q

Habitable part of the building below ground

A

Sub Structure

102
Q

Structural part of the building that transfers the weight of the building onto the ground below

A

Foundation

103
Q

LOT LINE: One of legally defined and recorded boundaries of parcel land

A

Property Line

104
Q

Defined by Lot Title

A

Property Line

105
Q

Known as Transfer Certificate title (TCT), has location bearings and owner

A

PropertyLine

106
Q

Process transferring initial key points of an arch. design onto site to construct

A

Layout

107
Q

Fixed, static loads made up of buildings own structure skin equuipments

A

Dead Loads

108
Q

Moving or transient loads such as occupants, furnishing rain snow and ice

A

Live loads

109
Q

Pressure from wind that affects lateral loads uplift or downward pressure

A

Wind Loads

110
Q

Impact loads, shock waves vibrations and seismic loads

A

Other Loads

111
Q

Lowest foundation on construction, below surface ground, anchor super strcuture load direct to earth

A

Foundation

112
Q

Part of foundation bearing directly upon supporting soil

A

Footing

113
Q

2 Types of Foundation

A

Shallow Footing
Deep Foundation

114
Q

Constructed by manually or mechanically excavating the site until desired depth is reached; LESS EXPENSIVE & FEW STORIES

A

Shallow Foundation

115
Q

Used when soil is too soft, extend to where earth is hard enough

A

Deep Foundations

116
Q

Single spread footing supporting freestanding column

A

Isolated Footing

117
Q

Reinforced concrete footing extended to support row of columns

A

Continuous Footing

118
Q

Continuous spread of footing of a foundation wall

A

Strip Footing

119
Q

Reinforced concrete footing for perimeter column extended to support interior column load

A

Combined Footing

120
Q

Thick, slab like footing of reinforced concrete supporting a number of columns or entire building

A

Mat Footing

121
Q

Mat Foundation reinforced by grid of ribs above or below the slab

A

Ribbed Mat

122
Q

Drilled Pier: hole drilled or dug (augnering), through inadequate soil filled with concrete

A

Caisson Foundations

123
Q

Driven into place instead of being drilled and poured; made of timber, steel or cncrete, piles driven closely together in clusters

A

Pile Foundations

124
Q

Powder material when combined with water possess adhesive and cohesive properties, HARDENS IN PLACE

A

Cement

125
Q

Insert granular material such as sand and gravel which when mixed with cement and water, creates CONCRETE

A

Aggregrates

126
Q

Combines with cement to form a paste which coats and surround the inert particles of aggregates and upon hardening, binds entire mass together

A

Water

127
Q

Plastic mass cast, molded or formed into predetermined size and shape

A

Concrete

128
Q

Hardening of concrete

A

Setting

129
Q

When mixed with water and fine aggregates less than 6mm(1/4”)

A

Stucco, Mortar, Cement Plaster

130
Q

When mixed with water and large aggregates more than 6mm(1/4”)

A

Concrete

131
Q

Concrete without reinforcement

A

Plain/ Mass Concrete

132
Q

Calcine mixture of clay and cement

A

Cement

133
Q

Made by calcination of limestone, used by egyptians,greeks and roman

A

Lime

134
Q

Source of word “plaster” ; can be more plastic if lime is added

A

Gypsum

135
Q

First developed by Romans; mix of slaked lime with pozzolona (volcanic ash) hardened under water

A

Pozzolan Cement

136
Q

Patented by John Aspdin

A

Portland Cement

136
Q

Patented by John Aspdin

A

Portland Cement

137
Q

Concrete in which steel reinforcement is embedded in such a manner two materials act together in resisting forces

A

Reinforced Concrete

138
Q

water used in mixing must be

A

Clean and free and Portable and clean

139
Q

Introduces minute air bubble to increase its resistance

A

Air Entraining Agents

140
Q

Used to speed up setting time

A

Accelerators

141
Q

Slows down setting of concrete allow more time for working the mix

A

Retarders

142
Q

Reduces water requirements for given consistency, PLASTICIZERS

A

Reducers

143
Q

Reduces capillary attraction of voids concrete decreases water absorption of concrete or mortar

A

Integral Waterproofing Compound
SAHARA

144
Q

Used to give colors to concrete

A

Colored Pigments

145
Q

Reinforcement changes the basic strength properties of concrete as structure

A

Reinforcement Bars

146
Q

Strength of concrete mix is highly affected by how much water is added into mixture

A

Water Cement Ratio

147
Q

Gallon per bag of cement for ordinary job conditions

A

Ave 6.5

148
Q

Transfers load along its length to its support

A

Beam

149
Q

Type of RC Beam floor and beam are built the same tied together

A

T Beams

150
Q

Beams with reinforcement in compression as well as tension side of beam doesn’t require bent up bars

A

Beam with Compression Reinforcement (Doubly Reinforced Beams)

151
Q

Beams supported at one end only

A

Cantilever Beams

151
Q

Beams supported at one end only; Tensile is only at the top

A

Cantilever Beams

152
Q

double reinforced beams for long spans, hollowed center

A

Hollow Box Girders

153
Q

Short beam extensions from columns to support rafters and trusses

A

Beam Brackets and Corbels

154
Q

Ideal type for steel beam

A

I Beam

155
Q

Two types of steel girder

A

Plate Girder
Box Girder

156
Q

Beam composed of wide plate known as web

A

Plate Girder

157
Q

Web maybe frequently reinforce against buckling

A

Stiffener angles

158
Q

A built up beam with more than one web plate is used

A

Box Girder

159
Q

Lightweight, shop fabricated steel members having trussed web

A

Open web Steel Joists

160
Q

Cold formed sheet or strip steel, lightweight economical form system

A

Light Gauge Steel Joist

161
Q

Level Base Surface

A

Floor

162
Q

Most commonly used RC Construction, by two parallel beams, run in one direction only

A

One way solid slab and beam

163
Q

Economical type of floor construction form medium span lengths light and medium span loads

A

One way joist slab and ribbed slab

164
Q

formed perpendicular to the joists in order to distribute possible load

A

Distribution Rib

165
Q

Having beams or walls on four sides, use to sets of reinforcing bars placed at right angles to each other

A

Two way solid slab and beam

166
Q

most efficient when spanning square or nearly square bays and heavy loads

A

Two way slabs

167
Q

Two way concrete slab reinforced by ribs in two directions, heavier loads and span longer distance

A

Two Way Waffle Slab

168
Q

Concrete slab of uniform thickness supported directly without beams or girders, Simplicity

A

Two Way Flat Plate

169
Q

Potentially high shearing stress

A

Punching Shear

170
Q

Flat plate thickened at its column supports increase shear strength and moment resisting capacity

A

Two Way Flat Slabs

171
Q

Area of increase thickness

A

Drop Panel

172
Q

Slab placed on dense base and supported directly on ground

A

Concrete Slab on Grade

173
Q

Expansion Joints allow movements between concrete slab and adjoining columns and walls

A

Isolation Joints

174
Q

Provide place for construction to stop and continue later time

A

Construction Joints

175
Q

Create lines of weakness so cracking occurs along predetermined lines

A

Control Joints

176
Q

Steel Floor System commonly seen in composite construction in form of

A

Metal Decking

177
Q

used as working platform during construction and formwork for sitecast

A

Corrugated Steel Panels

178
Q

3 Types of joints for concrete

A

Expansion Joints
Construction Joints
Control Joints

179
Q

3 Types of metal Decking

A

Form Decking
Composite Decking
Cellular Decking

180
Q

permanent formwork until slab can support itself and live loads

A

Form Decking

181
Q

Tensile reinforcement bonded with embossed rib pattern, achieved by welding shear studs

A

Composite decking

182
Q

acoustic ceiling perforated cells filled with glass fiber; welding a corrugated sheet to flat steel sheet, spaceway for electrical and communications wiring

A

Cellular Decking

183
Q

cast in place other than where it is to be installed in strcuture

A

Precast Concrete

184
Q

Pre cast concrete slabs, beams and structural tees

A

One way spanning units

185
Q

Reinforced steel is first prestessed and poured

A

Pre-Tensioning

186
Q

Pre tensioning is done by

A

Hydraulic Jacks

187
Q

lightest form of framing

A

Balloon Framing

188
Q

Modification of old braced frame heavy timbers joint M&T; more rigid

A

Combination Frame

189
Q

Girts which support floor joist

A

Drop girts

190
Q

Parallel to the joists

A

Raised/ Flushed Girts

191
Q

Ground and second floor are supported by respective platforms

A

Platform Frame

192
Q

Type of framing in Phil.; floor joists>girder>trusses>posts

A

Heavy wood framing of beam and Girder Framing

193
Q

Column designed to concentrated load

A

Pier