STRUCTURAL SYSTEMS (spd) Flashcards

1
Q

properties of sections

A
1 area	
2 centroid	
3 statical moment	
4 moment of inertia	
5 section modulus	
6 radius of gyration          (ss)
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2
Q

The rate of changes of velocity, usually expressed a fraction of percentage of g, the acceleration of gravity.

A

acceleration(ss)

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3
Q

A substance, such as calcium chloride, added to a concrete mix to speed up its setting and strength development.

A

accelerator(ss)

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4
Q

A seismological instrument which is normally inoperative, but becomes activated when subject to strong earth motion, records the earth motion, and then shut off.

A

accelerograph(ss)

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5
Q

The pressure exerted by retained earth against retaining wall.

A

active pressure(ss)

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6
Q

A prepared substance added to concrete to alter or achieve certain characteristics.

A

admixture(ss)

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7
Q

Earthquake following the occurrence of a large earthquake, or main shock. The magnitude of an aftershock is usually less than that of the main shock.

A

Aftershock(ss)

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8
Q

The chemically inert element of concrete, usually consisting of sand, gravel, and/or other granular material.

A

aggregate(ss)

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9
Q

The incorporation of tiny air bubbles into concrete to improve its workability and resistance to frost.

A

air entrainment(ss)

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10
Q

A membrane enclosing a pressurized occupied space, which must be held down to its foundation.

A

air-supported structure(ss)

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11
Q

The maximum units of stress permissible in a structural member. It is called working stress

A

allowable stress(ss)

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12
Q

An increase in a building’s reponse to earthquake ground motion, resulting from the building’s period coinciding with that of the ground shaking, or other causes.

A

amplification(ss)

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13
Q

A device used to measure wind speed.

A

anemometer(ss)

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14
Q

The steepest angle with the horizontal at which a pile of loose earth will stand without sliding.

A

angle of repose(ss)

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15
Q

The most usual welding process used in building construction.In which intense heat is produce by an electric arc between the numbers to be joined and a metal wire or rod, called electrode

A

arc welding(ss)

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16
Q

A curve structure in which the internal stresses are essentially compression.

A

arch(ss)

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17
Q

The arbitrary limits which define the boundaries between the different states of rigidity or fluidity of fine-grained soils.

A

Atterberg limits (ss)

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18
Q

A longitudinal load which acts at the centroid of a member and perpendicular to its cross-section, thereby producing uniform tensile or compressive stress without any bending.

A

axial load (ss)

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19
Q

Reinforced concrete design in which there is simultaneous crushing of concrete and yielding of the reinforcing steel. To assure that yielding of the steel occurs before crushing of the concrete, the amount of reinforcing is limited to 75 percent of that which would produce a balanced design.

A

balanced design (ss)

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20
Q

The total design lateral force or shear at the base of a structure.

A

base shear (v) (ss)

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21
Q

The fastest mile wind speed which has a 2 percent probability of occurring in any one year measured at a point 33 feet (10 meters) above ground

A

basic wind speed (ss)

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22
Q

Reference points offset a given distance from the building line and set prior to excavation

A

batter boards (ss)

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23
Q

A structural member which supports loads perpendicular to its longitudinal axis.

A

beam (ss)

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24
Q

the load per unit area which can be safely support by the ground.

A

bearing capacity (ss)

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25
Q

A pile which supports a vertical load.

A

bearing pile (ss)

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26
Q

A wall which supports any vertical load in addition to its own weight.

A

bearing wall (ss)

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27
Q

In seismic design , a structural system without a complete load carrying frame.Gravity loads are resisted by bearing walls or bracing systems, and lateral loads are resisted by shear walls or braced frames,Bearing wall systems are designed for relatively high seismic forces.

A

bearing wall systems (ss)

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28
Q

A structural steel connection using high-strength bolts, in which some slip can occur and bearing stresses are considered.

A

bearing-type connection (ss)

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29
Q

An end-bearing pile constructed by pouring concrete into a drilled shaft, the bottom of which is enlarged (belled) to provide a larger bearing area.

A

belled caisson (ss)

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30
Q

The algebraic sum of the moments of all forces that are one side of a given cross-section of a beam

A

bending moment (ss)

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31
Q

The movement of water to the surface of freshly cast concrete

A

bleeding (ss)

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32
Q

A horizontal reinforced masonry beam, usuallt built integrally with a masonry wall.

A

bond beam (ss)

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33
Q

most common sub surface exploration.

A

boring , test pit (ss)

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34
Q

A vertical truss used to resist lateral forces

A

braced frame (ss)

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35
Q

Cross braces used between joist to stabilize them

A

bridging(ss)

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36
Q

Describing a material or structural system which tends to fail suddenly without warning when subject to high stresses, as opposed to a ductile material or system, which can absorb energy without failure

A

brittle

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37
Q

To crush and spread the head of a wood file by driving with a hammer.

A

broom

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38
Q

In seismic design, a structural system with and essential complete frame providing support for gravity loads.Lateral loads are resisted by shear wall or braced frames. Building frame systems are designed for seismic forces which are lower than those for bearing wall systems.

A

building frame system

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39
Q

Seismic coefficient based on the building’s seismic zone factor and soil type.

A

ca & cv

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40
Q

A curve structure in which the internal stresses are pure tension.

A

cable roof

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41
Q

A waterproof box-like structure in which construction work can be performed underwater. Also a pile constructed by pouring concrete into a drilled shaft

A

caisson

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42
Q

The most common accelerating admixture used for concrete.It can be used safely in amount up to 2 percent of Portland cement weight.

A

calcium chloride

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43
Q

A ratio used to determine the bearing capacity of a soil, based on a standard test.

A

California bearing ratio (CBR)

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44
Q

A beam that is restrained against rotation at one end and free at the other.

A

cantilever beam

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45
Q

An exterior column footing joined by a concrete beam to an interior column footing. It is also called a strap footing.

A

cantilever footing

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46
Q

A retaining wall in which the stem heel, and toe act as cantilever slabs

A

cantilever wall

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47
Q

The curve assumed by a cable hung between two supports, when the only load acting on it is its own weight. The stresses in the cable are pure tension

A

catenary

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48
Q

The combined height, exposure, and gust factor used in wind design.

A

ce

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49
Q

The point in a cross-section where all of the area may be considered concentrated without affecting the moment of the are about any axis. For symmetrical shapes, the centroid is the geometric center of the shape.

A

centroid

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50
Q

A type of diagonal bracing in which one end of each brace frames into a beam-column joint and other frames into a beam. There are two configurations.V-bracing and inverted-V- bracing.Because of various potential problems with chevron bracing the bracing members must be designed for increased seismic loads.

A

chevron bracing

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51
Q

compose of smaller particle that have some cohesion or tensile strength, and are plastic in behavior.

A

clay

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52
Q

four groups of soil

A
clay
silt
organic
sand & 
gravel
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53
Q

A group of piles

A

cluster

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54
Q

whose line of action all lies with the same plane.

A

co planar forces

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55
Q

The ratio of the maximum frictional force between two bodies to the normal (perpendicular) for pressing the surfaces together.

A

coefficient of friction

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56
Q

The ratio of unit to temperature change, which is constant for a given material.

A

coefficient of the thermal expansion

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57
Q

A joint formed when a concrete surface hardens before the next batch is placed against it.

A

cold joint

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58
Q

A horizontal tie beam connecting two opposing rafter at a level above the wall plates.

A

collar beam

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59
Q

A member which collects seismic load from the diaphragm to which it is attached and delivers it to a shear-resisting element. Also called a strut or drug strut.

A

collector

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60
Q

those whose vectors lies along the same straight line

A

collinear forces

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61
Q

A footing supporting two or more columns.

A

combined footing

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62
Q

One of two or more forces which will produce the same effect on a body as a given force.

A

component

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63
Q

A steel beam and concrete slab connected so that they act together as a single structural unit to resist bending stresses.

A

composite beam

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64
Q

Steel floor decking with embossed ridges, bonded to a concrete slab so that they act together as a single structural unit.

A

composite deck

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65
Q

Stress in which the particle are pushed together and the member tends to shorten

A

compression

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66
Q

Caused material to shorten and widen

A

compressive force

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67
Q

Reinforcing steel embedded in the compression face of a reinforced concrete beam.

A

compressive reinforcement

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68
Q

A load which acts at one point on a structure.

A

concentrated load

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69
Q

A braced frame in which the center lines of intersecting members meet at a point and whose members are therefore subjected primarily to axial forces.

A

concentric braced frame

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70
Q

Describing the condition when the lines of action of several forces pass through a common point

A

concurrent

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71
Q

whose lines of action meet at a common point.

A

concurrent forces

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72
Q

The joint between two successive concrete pours. Construction joints are usually located where the shear is minimum, such as at the midspan of beams.

A

construction joint

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73
Q

A groove in a concrete structure made to predetermine the location of cracks.

A

control joint

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74
Q

A compression test of hardened concrete which has been cut from the structure.

A

core test

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75
Q

Two forces equal in magnitude,but opposite in direction, and acting at some distance from each other.The moment produced by a couple is equal to the value of one force multiplied by the distance between the two forces.

A

couple

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76
Q

In wind design, a pressure coefficient for the structure or portion of the structure under consideration.

A

cq

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77
Q

Continued deformation of a structural member with time, with no increase of load.

A

creep

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78
Q

Maintaining concrete at the proper moisture and temperature after it is cast.

A

curing

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79
Q

A factor used to modify the allowable stress in bending for the curved portion of glued laminated members.

A

curvature factor

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80
Q

The decrease of vibration caused by the absorption of energy.Building contain a number of elements,both structural and nonstructural,which absorb energy during an earthquake and thereby diminish the earthquake-induced vibration.

A

damping

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81
Q

The movement of a beam from its original location when load is applied to it

A

deflection

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82
Q

The change in size of a body caused by external forces. It is also called strain.

A

deformation

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83
Q

The separation of lamination of a glued laminated beam caused by failure of adhesive.

A

delamination

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84
Q

First steps in designing a foundation .

A

determine the bearing capacity of underlying soil.

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85
Q

A horizontal system which distributes lateral forces, caused by wind or earthquake, to the vertical resisting elements

A

diaphragm

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86
Q

The boundary element of a diaphragm or shear wall which is assumed to resist axial stresses, analogous to a flange of a beam.

A

diaphragm chord

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87
Q

Unequal settlement of the various parts of a building, which may cause excessive stresses in the structural frame or tilting of the building

A

differential settlement

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88
Q

Horizontal or vertical movement of a structural element resulting from applied seismic or other load.

A

displacement

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89
Q

Describing a bolted joint which has two shearing planes through the bolts.

A

double-shear

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90
Q

A member which collects a seismic load from diaphragm to which it is attached and delivers it to a shear resisting element. also called a collector or strut.

A

drag strut

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91
Q

The horizontal movement of a structure when subject to wind or earthquake forces.

A

drift

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92
Q

An end-bearing pile, the bottom of which may be belled, which is constructed by pouring concrete into a drilled shaft.

A

drilled caisson

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93
Q

A vertical shaft drilled into the ground and filled with concentrate, which supports building loads by skin friction.

A

drilled pile

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94
Q

In seismic design, a combination of moment resisting frames and shear walls or braced frames

A

dual systems

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95
Q

The ability of a material to undergo large deformations without fracture.

A

ductility

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96
Q

A method for determining earthquake forces in which a mathematical model of the structure is develop and then subjected to appropriate ground motions. This procedure is always accepted for design.

A

dynamic lateral force procedure

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97
Q

A braced frame in which at least one end of which brace is eccentric to the beam-column joint or the opposing brace. The intent is to make the braced frame more ductile and therefore able to absorb a significant amount of energy without buckling the braces.

A

eccentric braced frame (EBF)

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98
Q

A longitudinal load which acts at a distance from a member’s centroid, thereby producing bending moment in addition to axial stress.

A

eccentric load

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99
Q

In reinforced concrete design, the distance from the extreme compression fiber to the centroid of the tension reinforcement.

A

effective depth (d)

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100
Q

The material will begin to change length at a faster ratio than the applied force

A

elastic limit

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101
Q

The unit stress for a material, below which Hooke’s Law applies.

A

elastic limit

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102
Q

A pile whose load is supported by firm soil or rock under the pile tip.

A

end-bearing pile

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103
Q

A dynamic formula used to determine the capacity of driven piles.

A

engineering news formula

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104
Q

The projection of the focus, where rock slippage begins, on the ground surface

A

epicenter

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105
Q

A force equal in magnitude to the resultant, but opposite in direction and on the same line of action as the resultant.

A

equilibrant

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106
Q

Is said to exist when the resultant of any number of forces acting on a body is zero

A

equilibrium

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107
Q

Structures or buildings which must be safe and usable for emergency purposes after an earthquake or severe windstorm. Such facilities include hospitals and fire and police stations.

A

essential facilities

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108
Q

A basic equation which applies to all columns and gives the maximum stress a slender column can resist without failing by sudden buckling.

A

Euler’s equation

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109
Q

A fine grained cohesive soil which undergoes a large volume changes in moisture content.

A

expansive soil

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110
Q

The ratio of the ultimate strength of a material to its working stress.

A

factor of safety

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111
Q

The Boundary between adjacent rock plates along which movements may take place during an earthquake, such as the San Andreas Fault in California.

A

Fault

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112
Q

The location that is restrained(fixed) against rotation at both ends.

A

fixed end beam

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113
Q

A concrete slab reinforced in two directions which brings its load directly to supporting columns without any beams, girders, column capitals (widened tops of columns), or drop panels (thickened slab around columns)

A

flat plate

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114
Q

A concrete slab reinforced in two directions which brings its load directly to supporting columns without any beams or girders, usually requiring column capitals (widened tops of columns) and drop panels (thickened slab around columns).

A

flat slab

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115
Q

Another term for bending.

A

flexure

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116
Q

A structural roof system consisting of inclined planes which support each other and function as deep beams.

A

folded plate

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117
Q

A foundation which spreads the load over a large area of soil. It is also called a spread footing

A

footing

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118
Q

A push or pull exerted on an object. The description of a force includes its magnitude ,direction, and point of application.

A

force

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119
Q

Any action applied to an object.

A

force

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120
Q

A diagram used to graphically determine the resultant of two or more forces.

A

force polygon

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121
Q

The part of a building s load to the underlying soil.

A

foundation

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122
Q

A metal device used for connection members in wood frame construction.

A

framing anchor

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123
Q

A diagram obtained by making an imaginary cut through a structure and applying the equation of equilibrium to the remaining portion, called the “free body.”By this means, the internal forces of a structure may be determined.

A

free body diagram

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124
Q

Referring to soil which is easily crumbled or reduced to powder.

A

friable

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125
Q

Uplift of the soil surface or foundation caused by freezing of moisture in the soil.

A

Frost heave

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126
Q

The time it takes for a structure to go through one complete back-and-forth motion under the action of dynamic loads. also called period or natural period.

A

fundamental period of vibration (t)

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127
Q

A main beam which supports secondary beams.

A

girder

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128
Q

A framework if horizontal member used to spread a structural load over a large area.

A

grillage

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129
Q

A weld placed between two butting pieced of metal to be joined.

A

groove weld

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130
Q

The principal cause of structural damage, injury and loss of life during an earthquake. The provisions of the Uniform Building Code provides resistance to earthquake ground shaking, without settlement, slides, subsidence, or faulting in the immediate vicinity of the structures.

A

ground shaking

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131
Q

A high-slump concrete, consisting of Portland cement, sand, hydrated lime, water and sometimes pea gravel.

A

grout

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132
Q

A pneumatic applied concrete shot into place by means of compresses air. this method may be used for both repair work and new construction especially in difficult locations or where the section occur.

A

gunite

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133
Q

Referring to construction in which fire resistance is obtained by using wood structural members of specified minimum sizes

A

heavy timber

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134
Q

A type of cement (ASTM type lll) which provide earlier strength in concrete than ordinary cements. It is used when form must be removed quickly or when the structure must be put into service quickly.

A

high-early-strength-concrete

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135
Q

The deformation (strain) is directly proportional to the stress, up to a certain point.

A

Hooke’s Law

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136
Q

The physical law that states that up to a certain unit stress, called the elastic limit, unit stress is directly proportional to unit strain

A

Hooke’s Law

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137
Q

A horizontal member which extends around the circumference of a dome.

A

hoop

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138
Q

A horizontal truss system which distributes lateral forces, caused by wind or earthquake, to the vertical resisting elements.

A

horizontal bracing system

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139
Q

A severe tropical storm which occurs mainly along the coasts of the Gulf of Mexico and the South Atlantic. The design of buildings to resist wind in accordance with building code requirements includes the effects of hurricanes.

A

hurricane

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140
Q

The chemical reaction which combines cement and water to form a hard, solid mass

A

hydration

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141
Q

The pressure exerted by a liquid against every surface it contacts.

A

hydrostatic pressure

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142
Q

A thin shell saddle-shaped surface formed by moving a vertical parabola with downward curvature along and perpendicular to another parabola with upward curvature.

A

hyperbolic paraboloid

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143
Q

The location in the earth’s crust where rock slippage begin during an earthquake. Also called the focus.

A

hypocenter

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144
Q

A symbol for moment of inertia

A

I

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145
Q

A nondestructive test to determine the strength of hardened concrete, by measuring the rebound of a plunger after striking the concrete surface. This test is not accurate enough to be substitute for standard compression tests.

A

impact hammer test

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146
Q

The sudden application of load from a moving object, such as a crane or elevator, which causes stresses much greater than those caused by a static load.

A

impact load

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147
Q

A factor used in earthquake and wind design, whose value varies between 1.0 and 1.5. This provides that certain essential facilities, such as hospitals and fire and police stations, be design for seismic and wind forces greater than normal. In this way, such emergency faclities are expected to be safe and usable following an earthquake or severe windstorm.

A

importance factor (i)

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148
Q

Describing a material which does not return to its original size and shape when the load is removed, but retain permanent deformation. also describes structural behavior in which member are stressed above the yield point.

A

inelastic

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149
Q

The effect of an earthquake on people and structures at a particular place, as measured by the Modified Mercalli scale,Intensity refers to an earthquake’s effect,while magnitude refers to an earthquake’s energy.

A

intensity

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150
Q

Map contour connecting points of equal intensity for a given earthquake.

A

isoseismals

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151
Q

A short rafter between hip rafter and eave or between valley and ridge.

A

jack rafter

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152
Q

A method of placing piles using high-pressure water jets.

A

jetting

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153
Q

A shop fabricated steel truss that supports evenly-spaced steel joist along its top chord.

A

joist girder

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154
Q

An effective length factor used in the design of structural steel columns.

A

K

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155
Q

A test to determine the workability of fresh concrete.

A

Kelly ball test

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156
Q

A lower layer of fine particle that floats to the surface of wet concrete.

A

laitance

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157
Q

A roof structure comprising a series of parallel arches, skewed to the axes of the building, which are intersected by another series of skewed arches, so that they interact with each other

A

lamella

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158
Q

The part of the structural system assigned to resist lateral forces from wind or earthquake.

A

lateral force resisting system

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159
Q

Any horizontal load on a building,including the load from wind or earthquake.

A

lateral load

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160
Q

A horizontal member supporting joists.

A

ledger

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161
Q

A flat plate cast at grade around columns and then lifted to position with hydraulic jacks.

A

lift slab

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162
Q

A line parallel to and aligned with force.

A

line of action

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163
Q

In seismic design ,the content at which the soil starts to change from plastic to semi liquid state.

A

liquid limit

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164
Q

The vertical load caused by the use and occupancy of a building not including wind, earthquake, or dead loads.

A

live load

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165
Q

A force applied to a body.

A

load

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166
Q

Wood has been sawn into construction members.

A

lumber

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167
Q

A symbol for bending moment.

A

M

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168
Q

The amount of energy released by an earthquake,as measures=d by the Richter scale.Magnitude refers to an earthquake’s energy, while intensity refers to an earthquake’s effects.

A

magnitude

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169
Q

A solid core is used in driving a shell pile into the ground. When the driving is complete, the mandrel is removed and the shell if filled with concrete.

A

mandrel

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170
Q

In concrete, the cement past in which the aggregate particles are embedded

A

matrix

171
Q

The stress diagram used in the graphical solution of a truss, which consist of the combined force polygons for all the truss joints.

A

Maxwell Diagram

172
Q

A curve line on the surface of a dome, usually circular, which is formed by the intersection of a vertical plane with the dome, when the plane passes through the top of the dome.

A

meridian

173
Q

A wind method in which the wind pressures are assumed to act simultaneously normal (perpendicular) to all exterior surface.

A

Method 1 (normal force method)

174
Q

A wind design method in which horizontal pressure are assumed to act on the full vertical projected area of the structure, and the vertical pressures are assumed to act simultaneously on the full horizontal projected area.

A

Method 2(projected area method)

175
Q

An analytical method for determining the force in the members of a truss, in which the truss is cut by an imaginary section and a free body diagram drawn of the portion of the truss thus isolated.

A

method of sections

176
Q

A scale used to measure the intensity of an earthquake, that is, its effect in people and buildings. The scale varies from I (not felt except under especially favorable circumstances) to Xll (damage nearly total).

A

Modified Mercalli scale

177
Q

characteristic ratio of steel to strain of material

A

modulus of elasticity

178
Q

With in the elastic limit, the constant ratio of the unit stress in a material to the corresponding unit strain, The modulus of elasticity of a material is a measure of its stiffness.

A

modulus of elasticity (e)

179
Q

The unit bending stress calculated from the flexure formula, for the maximum bending moment resisted by a beam before rupture

A

modulus of rupture

180
Q

The tendency of a force to cause rotation about a given point or axis

A

moment

181
Q

A graphic representation of the value of the bending moment at any point along a beam.

A

moment diagram

182
Q

A method for solving for the bending moments in statically indeterminate structures, such as rigid frames and continuous beams, by successive approximation.

A

moment distribution

183
Q

The sum of the products obtained by multiplying each unit of area by the square of its distance to the neutral axis. Moment of inertia of a beam is a measure of its stiffness, or resistance to deflection.

A

moment of inertia (l)

184
Q

In seismic design, a structural system with an essentially complete frame which provides support for vertical loads. Lateral loads are resisted by moment-resisting frames.

A

moment-resisting frame system

185
Q

The time it takes for a structure to go through one complete back and forth motion under the action of dynamic loads, also called fundamental period of vibration or period.

A

natural period (t)

186
Q

A short beam passed through a wall to provide temporary support.

A

Needle Beam

187
Q

Bending moment which produces tensions in the upper part of the beam and compression in the lower part.

A

negative moment

188
Q

The line on a beam cross-section which has zero bending stress when the beam is loaded.

A

neutral axis

189
Q

the line of cation do not pass through a common point

A

non concurrent forces

190
Q

Concrete made with standard aggregates, usually weighing about 150 pounds per cubic foot.

A

normal weight concrete

191
Q

A shop-fabricated lightweight steel truss used to span between main members or bearing walls and support roof or floor loads.

A

open web steel joist

192
Q

Materials with vegetation or other organic matter.

A

Organic soil

193
Q

Soil with a high organic content (decomposed vegetable or animal matter).Organic soil are low usually very compressible and have very low bearing capacities.

A

organic soil

194
Q

A beam that resists on two or more supports and has one or both ends projecting beyond the support.

A

overhanging beam

195
Q

The moment, caused by wind or earthquake, which tends to overturn a structure.

A

overturning moment

196
Q

The resistance to the movement of a retaining wall provided by the earth in front of the wall and its footing

A

passive pressure

197
Q

The secondary effect on frame members produced by vertical loads acting on a building frame which is laterally displaced by earthquake loads.

A

p-delta effect

198
Q

A test to verify or determine the allowable pile loads used in design.

A

pile load test

199
Q

The moisture content at which a soil starts to change from a semisolid to a plastic state.

A

plastic limit

200
Q

A assembly of steel plates, or plates and angles, which are fastened together to form an integral member.

A

plate girder

201
Q

The point in a beam or other flexural member where the bending moment changes signs and has a value of zero.

A

Point of inflection

202
Q

The finely ground material used as the binder for structural concrete .

A

Portland Cement

203
Q

Bending moment which produces compression in the upper part of a beam and tension in the lower part.

A

positive moment

204
Q

The collision between two adjacent buildings which move differently during an earthquake

A

pounding

205
Q

A reinforced concrete pile cast in other than its final location.After curring, it is move to its final location, and driven into place. Precast piles are square, round, or octagonal, and are frequently pre-stressed.

A

precast pile

206
Q

Concrete which is permanently loaded so as to cause stresses opposite in direction from those caused by dead and live loads

A

pre-stressed concrete

207
Q

A method of pre-stressing concrete in which the tensile force is put into high-strength steel wires before the concrete is cast.

A

pre-tensioning

208
Q

A laboratory compaction test to determine the optimum moisture content and density for a soil.

A

Proctor Test

209
Q

A regularly spaced roof beam which spans between girder or trusses.

A

purlin

210
Q

Nondestructive testing of welded joints using x-rays and gamma rays.

A

radio-graphic inspection

211
Q

A large footing under an entire building, which distributes the building load over the entire area. It is also known as a mat foundation.

A

raft foundation

212
Q

3 forces acting on the section

A

reaction on support , tensile forces in the bottom , compressive on top

213
Q

Any truss member not necessary for stability.

A

redundant member

214
Q

In seismic design, a structure which has no significant physical discontinuities in plan or vertical configuration or in its lateral force resisting system. Regular structures exhibit more favorable and predictable seismic response characteristics than irregular structures.

A

regular structure

215
Q

A type of wall construction consisting of brick unit, usually tow tier,with solidly grouted space between each in which vertical and horizontal reinforcing bars are placed.

A

reinforced brick masonry

216
Q

Replacing a force with two or more other forces (components) which will produce the same effect on a body as the original force

A

resolving forces

217
Q

The condition that occurs when a building’s period is close to that of the predominant period of the earthquake ground shaking.Resonance causes the building’s response to be amplified and the resulting increases in the buildings earthquake-induced forces and deformations must be considered in the design.

A

resonance

218
Q

The effect produced on a structure by earthquake ground moving

A

response

219
Q

A curve which shows the maximum acceleration of a series of idealized structures when subject to an earthquake.

A

response spectrum

220
Q

One force which will produce the same effects as two or more other forces.

A

resultant

221
Q

A wall which resists the lateral pressure of retained earth or other material.

A

retaining wall

222
Q

Resistance to deformation, also known as stiffness.

A

rigidity

223
Q

A numerical coefficient used in seismic design which depends on the type of lateral force resisting system used,

A

rw or r

224
Q

are granular material that are none-plastic

A

sand and gravel

225
Q

ratio of the beams moment of inertia to the distance from the neutral axis to the outer most part of the section (extreme fiber)

A

section modulus

226
Q

The ratio of the moment of inertia of a beam (i)to the distance from its neutral axis to the most remote fiber (c). Thus, section modulus (s) *l/c. The S-value of a beam is a measure of its ability to resist bending moment.

A

section modulus (s)

227
Q

The separation between two adjoining buildings, or parts of the same building, to permit these adjoining elements to move independently when subject to earthquake motion. The amount of separation should be sufficient to prevent the adjoining elements from battering each other during an earthquake. Also called building separation.

A

seismic separation

228
Q

A factor used in seismic design which depends on the seismic zone in which a site is located.

A

seismic zone factor (z)

229
Q

A measure of the frequency,intensity, and distribution of earthquakes in a given area.

A

seismicity

230
Q

Stress in which the particle a member slide pass each other

A

shear

231
Q

A high-strength timber connector used in wood-to-steel connections (using one shear plates), where demountability is desired.

A

shear plate

232
Q

A large-toothed roller used for the compaction of soil.

A

sheeps foot roller

233
Q

Vertical members used to temporarily hold the face of an excavation during construction

A

sheeting

234
Q

Are intermediate size between clay and sand and behave as granular materials but are sometimes slightly plastic in their behavior.

A

silt

235
Q

A beam that rest on a support at each end.

A

simple beam

236
Q

Describing a bolted joint which has one shearing plane through the bolts.

A

single-shear

237
Q

A factor used to reduced the allowable bending stress for wood beams deeper than12 inches.

A

size factor

238
Q

The friction between the surface of a file and the surrounding soil.

A

skin friction

239
Q

A structural steel connection using high strength bolts, in which no slip can occur.

A

slip-critical connection

240
Q

Is general describe term used to describe the material that supports a building.

A

soil

241
Q

Has a highest bearing capacity of all the soil type.

A

solid rock

242
Q

A series of truss which intersect in a consistent grid pattern and are rigidly connected at their points of intersection.

A

space frame

243
Q

combination set of concurrent and non coplanar forces.

A

space frame

244
Q

As used in earthquake design, a moment-resisting frame made of structural steel or reinforced concrete which has the ability to absorb a large amount of energy in the inelastic range, that is, when the material is stressed above its yield point, without failure deforming unacceptably

A

special moment-resisting frame (SMRF)

245
Q

The direct wind pressure on a vertical surface, in pound per square foot.

A

stagnation pressure (qs)

246
Q

A method of seismic design in which static horizontal forces which produce internal forces similar to those that would be induced by an actual earthquake motion are applied to a structure. This procedure is allowed only under certain conditions of building regularity,occupancy, and height.

A

static lateral forces procedure

247
Q

The product of an area and the distance from the centroid of the area to a given axis.

A

statical moment

248
Q

Describing a structure whose reactions can be determined from the equations of equilibrium.Example are simple beams,cantilever beams, and overhanging beams that rest on two supports.

A

statically determinate

249
Q

Describing a structure whose relations cannot be found from the equations of the equilibrium only, but requires additional equations. Example are continuous beams, fixed end beams, and most rigid frames.

A

statically indeterminate

250
Q

Is a branch of mechanics that deals with bodies in a state of equilibrium

A

statics

251
Q

Resistance to deformation, also known as rigidity.

A

stiffness

252
Q

A vertical steel bar, usually U-shaped, used to reinforce a reinforced concrete beam where the shear stresses are excessive.

A

stirrup

253
Q

The horizontal movement of one level of a building relative to the level immediately above or below, caused by wind and earthquake.

A

story drift

254
Q

Is the deformation of material caused by external forces.

A

strain

255
Q

The change in size of a body caused by external forces it is also called deformation.

A

strain

256
Q

An exterior column footing joined by a concrete beam to an interior column footing. It is called a cantilever footing.

A

strap footing

257
Q

The ability of material or structure to resist stresses

A

strength

258
Q

The Method Generally used for reinforced concrete design, formerly called ultimate strength design.

A

Strength Design

259
Q

A factor used to reduce the capacity of reinforced concrete members to account for possible variations in quality control.

A

strength reduction factor (O)

260
Q

An internal force in a body which resists an external force.

A

stress

261
Q

A graphical method for determining the forces in the members of a truss. It is also called a Maxwell diagram.

A

stress diagram

262
Q

A wide,flat reinforcement concrete member, usually horizontal, which is supported by beams or walls.

A

structural slab

263
Q

A member which collects seismic load from the diaphragm to which it is attached and delivers it to a shear-resisting element. Also called a collector or drag strut.

A

strut

264
Q

A steel framing system in which beams sit on top of a girder and short lengths of “stub girders” the same depth as the floor beams are welded to the top of the girder to provide for composite action.

A

stub girder system

265
Q

Negative pressure

A

suction

266
Q

Increased earth pressure against a retaining wall caused by vertical load behind the wall or a sloping ground surface.

A

surcharge

267
Q

A plate girder having a tapered profile, usually varying from minimum depth at the support to maximum depth at mid span.

A

tapered girder

268
Q

A reinforced concrete beam consisting of a portion of the slab and the integrally constructed beam, which act together.

A

t-beam

269
Q

Causes a rod to elongate and narrow

A

Tensile force

270
Q

is the stress which the particle of the member tend to pull apart under load.

A

tension

271
Q

Basic theory of bending

A

the internal resisting moment at any point in a beam must equal the bending moment produced by the external load in the beam.

272
Q

A structure with a curve surface that supports load by tension, compression, and shear in the plane of its surface, but which is too thin to resist bending stresses.

A

thin shell

273
Q

An arch with a hinge at each support and at the high point, or crown: the only type of arch which is statically determinate.

A

three-hinge arch

274
Q

The horizontal reaction at the base of an arch.

A

thrust

275
Q

A reinforced concrete column, usually square or rectangular, containing longitudinal reinforcing bars and separate lateral ties.

A

tied column

276
Q

A high-strength connector used for wood-to-wood or wood- to-steel joints.Types include one split ring (wood-to-wood),two shear plates (wood-to-wood),and one shear plate (wood-to-steel).

A

timber connector

277
Q

A pipe for placing concrete under water. A hopper for filling is provided at the top, while the lower and is kept submerged in fresh concrete.

A

tremie

278
Q

The assumed distribution of earthquake forces to various levels of structure.

A

triangular distribution

279
Q

the floor or roof area supported by an individual structural member

A

tributary area

280
Q

collection of set of concurrent and coplanar forces

A

truss

281
Q

A prefabricated, lightweight wood truss used to support roof loads and other small structures.

A

trussed rafter

282
Q

A structural system used in tall buildings, consisting of closely spaced column at the perimeter connected by deep spandrel beam, which acts like a tube which cantilever from the ground when subject to lateral wind or earthquake loads.

A

tubular systems

283
Q

A method used to provide the bolt tension specified for high-strength bolts, in which the bolts are first brought to a Snug Tight condition and then tightened additionally by a specified amount of nut rotation

A

turn-of-net method

284
Q

Factor used to increase loads, shears, and moments to their ultimate values in reinforce concrete design.

A

ultimate load factor

285
Q

The maximum unit stress that can be developed in a material

A

ultimate strength

286
Q

when load is continually increased and before the material ultimately rupture.

A

ultimate strength of material

287
Q

Non destructive testing of welded joints using high-frequency sound waves.

A

ultrasonic testing

288
Q

Deepening an existing foundation or building. Underpinning is usually required when excavation for a new building is adjacent to and deeper than an existing foundation

A

underpinning

289
Q

The most widely used system for classifying soils. In this system, the soils are primarily classed as coarse-grained(gravels and sands), fine grained(silts and clays), and highly organic.

A

Unified Soil Classification System

290
Q

A beam loading of constant magnitude per unit of length.

A

uniformly distributed load

291
Q

A symbol for either base shear or vertical shear.

A

v

292
Q

A series of arches placed side-by-side to form a continuous structure.

A

vault

293
Q

A light weight aggregate used in light weight concrete.

A

vermiculite

294
Q

The algebraic sum of the forces that are on one side of a given cross-section of a beam.

A

vertical shear (v)

295
Q

Consolidating freshly poured concrete by using an oscillating vibrator. Immersion-type (spud) vibrators are lowered into the concrete, while form vibrators are attached to the exterior of forms.

A

vibration

296
Q

A machine used primarily for the compaction of granular soils,such as sands.

A

vibratory compactor

297
Q

A truss with no diagonals.

A

vierendeel truss

298
Q

A factor used to reduce the allowable bending stress for glued, laminated beams, based on width, depth and span.

A

volume factor

299
Q

A continuous spread footing supporting a uniformly loaded wall.

A

wall footing

300
Q

The ratio of water to cement in a concrete mix,the main factor which determines concrete strength.

A

water-cement ratio

301
Q

A story whose strength is less than 80 percent of that of the story above. Such an abrupt change of strength should be avoided if possible.

A

weak story

302
Q

The portion of a truss between the chords, or the portion of a beam in the flanges

A

web

303
Q

The interior members of a truss, which connect the chords.

A

web members

304
Q

A frame used to resist lateral forces from wind.

A

wind bent

305
Q

The ease with which concrete can be placed and consolidated in forms.

A

workability

306
Q

The maximum unit stress permissible in a structural member.It is also called allowable stress.

A

working stress

307
Q

The theory used for most reinforce concrete design until the middle 1960s.

A

working stress design

308
Q

slightly above the elastic limit

A

yield point

309
Q

The unit stress at which a material deforms with no increase in load

A

yield point

310
Q

Two-way shear which occur in a flat slab,spread footing, or pile cap.

A

punching shear

311
Q

A type of reinforcement used in reinforced concrete, consisting of a grid of steel wires perpendicular to each other and welded at all pointsof intersection.

A

welded wire fabric

312
Q

The level below which the subsoil is saturated with water.Also called the ground water.Also called the ground water level

A

water table

313
Q

A method of joining two pieces of metal by heating their surfaces until they are molten or plastic,with or without the use of additional filler material.

A

welding

314
Q

A small hole near the bottom of the retaining wall usually backfilled with gravel, to allow water to drain to the outside of the wall and thus avoid hydrostatic preassure against the wall.

A

weep hole

315
Q

The side of the building facing the direction from which the wind is blowing.

A

windward side

316
Q

A standard designation for a structural steel,wide,flange shape.Also the total dead load used in earthquake design.

A

W

317
Q

A flat slab which is ribbed in two directions,resulting in a waffle like appearance.

A

waffle slab

318
Q

The speed with which the seismic waves move in a given direction in inch or centimeters per second.

A

velosity

319
Q

A length of pipe, running under a road or other barrier, used to drain or carry water.

A

culvert

320
Q

Trees having green leaves throughout the year, as opposed to deciduous.

A

evergreen

321
Q

Trees which shed leaves annually, as opposed to evergreens.

A

deciduous

322
Q

The general pattern of movement of the water on,under, and above the earth.

A

water cycle

323
Q

The elevation of the ground surface after completion of all work.

A

finish grade

324
Q

The rights to the use or control of the air space above a property.

A

air rights

325
Q

The length of a lot line along a street or other public way.

A

frontage

326
Q

The right of an owner to have ingress and egress to and from a property.

A

access right

327
Q

Clay pipe, usually with open joints, used to convey water away from a footing or to disperse liquid in a septic tank field.

A

drain tile

328
Q

A fictitious temperature which would produce the same physiological effect as the combined effects of temperature, humidity, and air movement.

A

effective temperature

329
Q

The surface flow of water from an area.

A

run-off

330
Q

Describing cone-bearing evergreen trees and shrubs, such as pine, spruce, fir, and cedar.

A

coniferous

331
Q

The process by which water vapor escapes into the atmosphere from plants.

A

transpiration

332
Q

A parcel of land.

A

plot

333
Q

A stone guard to prevent damage to a wall; also a freestanding stone post to divert vehicular traffic.

A

ballard

334
Q

The rate of rise or descent of a sloping surface. Also, to remove and/or add earth in order to bring the ground surface to a specified elevation or profile.

A

grade

335
Q

Earth that is replaced around a foundation or retaining wall after the concrete forms have been removed.

A

backfill

336
Q

A line, usually parallel to a property line, beyond which a structure may not extend.

A

building line

337
Q

An ornamental garden arrangement.

A

parterre

338
Q

An underground geological formation through which water flows.

A

aquifer

339
Q

The expected maximum depth of frost penetration in the ground in a given area.

A

frost line

340
Q

The height above a known point of reference, often taken as the height above sea level.

A

elevation

341
Q

An approximately level building area.

A

pad

342
Q

Earth which is removed (cut) and earth which isadded (fill) in grading.

A

cut and fill

343
Q

An underground pipe or drain used to carry off rain water (storm sewer) or waste matter (sanitary sewer).

A

sewer

344
Q

A housing pattern in which units face into a common open space.

A

court pattern

345
Q

A circumferential or loop roadway around an urban area or development.

A

ring road

346
Q

A fictitious temperature assigned to a combination of actual temperature and wind velocity which has the same physiological effect as still air at the wind chill index temperature. It is also known as chill factor.

A

wind chill index

347
Q

A pit, usually filled with coarse stone, into which water is conducted for leaching out into surrounding soil.

A

dry well

348
Q

An excavated, level terrace in a slope used to collect running water.

A

bench

349
Q

The gradual wearing away or disintegration of land caused by water, wind, and so on running over its surface.

A

erosoion

350
Q

Structures or plants which, because of their form and location, reduce wind velocities.

A

windbreak

351
Q

The lowest point of the inside of a drain, pipe,channel, or other liquid-carrying conduit.

A

invert

352
Q

A fictitious temperature assigned to a combination of actual temperature and wind velocity which has the same physiological effect as still air at the chill index factor temperature. It is also known as wind chill index.

A

chill factor

353
Q

In surveying, a direction stated in degrees, minutes,and seconds as an angular deviation east or west from due north or south.

A

bearing

354
Q

The amount or degree of moisture in an area, a determining element of weather.

A

humidity

355
Q

The design and arrangement of natural elements on a site.

A

landscaping

356
Q

A public service, such as telephone, water, gas, or electricity.

A

utility

357
Q

The natural and manmade things, conditions, and influences surrounding a person, community, or place.

A

environment

358
Q

The total horizontal area within the boundary lines of a parcel of land.

A

lot area

359
Q

The percentage of total rainfall which is not absorbed in the ground and, hence, runs off. It must be collected in a system of surface and subsurface drains.

A

runoff coefficient

360
Q

The climatic characteristics unique to a very small area.

A

microclimate

361
Q

The digging or removal of earth.

A

excavation

362
Q

The geographic area from which the participants in an activity are drawn, such as the customers of a shopping center or the employees of a manufacturing plant.

A

catchment

363
Q

A hole through which a person can enter a sewer,pipe, conduit, and so on for inspection, repair, or ma intena nee.

A

manhole

364
Q

The difference of elevation between adjacent contour lines.

A

contour interval

365
Q

A belvedere or viewing place.

A

gazebo

366
Q

A log showing the types of soil encountered in a test boring and other relevant information.

A

soil boring log

367
Q

The minimum distance from the property line into which a structure may not extend.

A

setback

368
Q

A flat or level surface.

A

plane

369
Q

A sewer for carrying away surface rain water, as opposed to sanitary sewage.

A

storm sewer

370
Q

A legal boundary of a parcel of land.

A

property line

371
Q

The rate of slope between two points on a surface,determined by dividing their vertical difference in elevation by their horizontal distance apart.

A

gradient

372
Q

Removing and/or adding earth in order to bring the ground surface to a specified elevation or profile. Also called grading.

A

earthwork

373
Q

The process of determining location, form, and boundaries of a parcel of land by measurement, computation, and drawing.

A

survey

374
Q

An open, unoccupied space, other than a court,unobstructed to the sky, on the lot on which a building is situated.

A

yard

375
Q

An underground pipe or drain used to carry off waste matter .

A

sanitary sewer

376
Q

One or more spaces designated for physically handicapped persons, requiring special design and dimensions.

A

handicapped parking

377
Q

A space, open and unobstructed to the sky, located at or above grade, and bounded on three or more sides by the walls of a building

A

court

378
Q

A plan of a city or subdivision, showing the boundaries of individual properties.

A

plat

379
Q

Space provided for vehicular parking separate from the dedicated street right-of-way.

A

off-street parking

380
Q

A very large area of land in which all through traffic is eliminated, but which may be penetrated by cui? de-sacs or minor loop roads.

A

superblock

381
Q

The level below which the subsoil is completely saturated with water. Also called the groundwater Level.

A

water table

382
Q

Any public way or thoroughfare 10 to 16 feet in width which has been dedicated or deeded to the public for public use.

A

alley

383
Q

Flow from a culvert, sewer, or other channel.

A

discharge

384
Q

Designing the external physical environment in which buildings and structures are placed.

A

site planning

385
Q

The elevation of a specified point on the ground or on a structure.

A

spot elevation

386
Q

A pattern of land use which develops along a line, such as a highway or river.

A

linear pattern

387
Q

Removing and/or adding earth in order to bring the ground surface to a specified elevation or profile. Also called earthwork.

A

grading

388
Q

An imaginary line on the ground surface connecting all points of equal elevation.

A

contour

389
Q

A division of urban land, normally private property, which is surrounded by public streets, and which is officially established and recorded.

A

block

390
Q

Reflectivity measured as the relative permeability of a surface to radiant energy flowing in either direction.

A

albedo

391
Q

Having no environmental barriers, thereby permitting free access and circulation by the handicapped.

A

barrier-free

392
Q

A landscaped strip of ground between a pedestrian walk and a street.

A

planting strip

393
Q

The net ground area of a lot which can be covered by a building after required setbacks and other zoning limitations have been accounted for.

A

buildable area

394
Q

The smallest identifiable parcel of land in a city.

A

lot

395
Q

The angle which the sun makes with the horizon.

A

altitude

396
Q

The boundary line of a lot.

A

lot line

397
Q

The prevailing or average weather conditions of a place as determined over a number of years.

A

climate

398
Q

A graded flow path used in open drainage systems.

A

swale

399
Q

Concrete used for paving which uses crushed granite as the coarse aggregate.

A

granolith

400
Q

A bank of earth, often piled up against a wall.

A

berm

401
Q

A horizontal angle measured clockwise from north or south.

A

azimuth

402
Q

Paving using crushed stone.

A

macadam

403
Q

Inclination or slant, especially of the ground surface.

A

slope

404
Q

The extension of a building into the property of another.

A

encroachment

405
Q

The intersection of two roads at different levels so that vehicles may move from one road to the other without crossing the stream of traffic. Also called interchange.

A

grade separation

406
Q

The amount by which the average outdoor temperature at a particular location is below 65 degrees arenheit for one day. Degree days may also be summed and stated for a month or year.

A

degree day (dd)

407
Q

The temperature of air at which the water contained in the air begins to condense and form dew. It is therefore the temperature at which the air is at 100% relative humidity.

A

dew point

408
Q

A road or path reserved for bicycle traffic.

A

bikeway

409
Q

A horizontal plane elevation used as a reference for other elevations in surveying and mapping.

A

datum

410
Q

The land surrounding a flowing stream over which water spreads when a flood occurs.

A

flood plain

411
Q

A type of residential siting in which a series of housing units are grouped closely together and surrounded by open space.

A

cluster

412
Q

The ratio of the area covered by buildings to the total lot area, expressed as a percentage.

A

land coverage

413
Q

Land on which buildings have not yet been constructed, but which contains utilities and streets.

A

improved land

414
Q

A partial obstruction against flow, in a duct or pipe.

A

baffle

415
Q

The process of controlling, collecting, transporting,and disposing of excess water.

A

drainage

416
Q

A sievelike device at the entrance to a storm sewer which traps matter that could block the sewer.

A

catch basin

417
Q

A statement, often required by a governmental body, which assesses the environmental impact of a proposed development.

A

environmental impact

418
Q

A street, alley, or other thoroughfare or easement permanently established for passage of persons or vehicles.

A

way

419
Q

A semicircular open area, with or without a roof, providing a continuous seat.

A

exedra

420
Q

The number of degrees north or south of the equator of a point on the earth’s surface.

A

latitude

421
Q

The level below which the subsoil is completely saturated with water. Also called the water table.

A

groundwater level

422
Q

The study of the total pattern of relations between a community or organisms and its environment.

A

ecology

423
Q

The soil layer beneath the topsoil.

A

subsoil