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JANUARY 1997 BOARD EXAMINATIONPart 1: Structural Desig ! Buil"ig Tec#$l$g%Ja& '7( 1997 )*+:** a,- .:** /,0INSTRUTION: Select the correct answer for each of the following questions. Mark only oneanswer for each item by shading the box corresponding to the letter of your choice on theanswer sheet provided. STR!"# $% &R'S(R&S '""%)&*. (se pencil no. + only.

M("T,"& !-%!&:

+. )alls that support weight from above as well as their own dead weight '.load bearing walls.curtain walls

!.shoring walls*.none of these

/. t refers to the occupancy load which is either partially or fully in place or may not bepresent at all is called

'.live load.dead load

!.concentrated load*.distributed load

0. The distance between in1ection point in the column when it breaks is called '.development length.cross sectional area

!.e2ective length*.equivalent distance

3. The amount of space measured in cubic units '.none of these.perimeter

!.volume*.area

4. n the formula e5,"6'&7 & stands for '.total deformation.elongation

!.equal force*.modulus of elasticity

8. ' bent rod to resist shear and diagonal stresses in a concrete beam is called '.bottom bar.stirrups

!.metal plate*.temperature bar

9. Ratio of unitstress to unit strain is: '.ratio and proportion.moment of inertia

!.modulus of elasticity*.slenderness ratio

;. 'n expansion <oints ad<acent parts of a structure to permit expected movements betweenthem is called

'.contraction <oint.truss <oint

!.construction <oint*.conduction <oint

=. To >nd the volume of water in a cylinder tank7 multiply the area of its base by its '.diameter.radius

!.height*.none of these

+?. The most important component to determine the strength of a concrete mix is '.cement.sand

!.gravel*.lime

++. The greatest stretching stress a structural member can bear without breaking or cracking '.tension limit.tensile stress!.none of these*.elasticity limit

+/. The ultimate strength of the material divided by the allowable working load

+



JANUARY 1997 BOARD EXAMINATIONPart 1: Structural Desig ! Buil"ig Tec#$l$g%Ja& '7( 1997 )*+:** a,- .:** /,0 '.maximum strength.strength limit

!.safety factor*.none of these

+0. The stress per square unit area of the original cross section of a material which resist itselongation is

'.allowable stress.tensible stress !.1exural stress*.bending stress

+3. ' beam that pro<ect beyond one or both its support is called '.overhanging beam.continuous beam

!.intermediate beam*.cantilevered beam

+4. The force adhesion per unit area of contact between two bent surface is '.axial stress.bond stress

!.allowable stress*.1exural stress

+8. @ack rafter is used for '.hip roof support

.cantilevered truss

!.long span beam

*.none of these

+9. 'nother term for plaster board is '.block board.concreting board

!.form board*.gypsum board

+;. The total of all the tread widths in a stair is called '.total riser.total run

!.winder*.none of these

+=. The face of front elevation of a building '.faAade.front view

!.face plate*.frontal approach

/?. ' pit in a basement 1oor made to collect water into which a pump is placed to pump theliquid to the sewer pipe

'.sump.drain hole

!.slump*.none of these

/+. 'nother name for installed vertical pipe '.header.none of these

!.stack*.vent pipes

//. ,refabrication refers to '.design of a factory.preconstruction of component as a part of

the whole

!.a system of material audit*.preliminary building procedure

/0. 'n opening in the roof for admitting light is called '.natural lighting.oculus lighting

!.none of these*.skylight

/3. )ood coming from trees with needle leaves7 rather than broad leaves are called '.ironwood.mahogany

!.softwood*.hardwood

/4. ' kind of brick used for high temperature

/



JANUARY 1997 BOARD EXAMINATIONPart 1: Structural Desig ! Buil"ig Tec#$l$g%Ja& '7( 1997 )*+:** a,- .:** /,0 '.Blyash brick .Thermal brick

!.Birebrick *.!inder brick

/8. The building frame construction system that uses one piece structural stud from thefoundation to the roof

'.balloon framing.lath framing !.wall framing*.upright framing

/9. ' nailer strip incorporated in rough concrete wall to be plastered to act as guide andsupport for >nish trim around openings and near the base of the wall

'.none of these.plaster ground

!.gravel step*.trimming guard

0



JANUARY 1997 BOARD EXAMINATIONPart 1: Structural Desig ! Buil"ig Tec#$l$g%Ja& '7( 1997 )*+:** a,- .:** /,0/;. The acceptable variance of dimensions from the approved standard siCe is called '.maximum allowable di2erence.veri>ed siCes

!.tolerance*.none of these

/=. The distance between two structural posts

'.overall distance.bay !.span*.none of these

0?. The scienti>c name for wood is: '.!item.Dylem

!.'pag*.E

0+. n designing a stair7 to >nd the height of the riser7 divide the height of the stair by thenumber of

'.newel post.risers

!.balustrade*.balusters

0/. ' kind of roof that has four sloping sides

'.gable roof .mansard roof !.hip roof *.leanto

00. Stone placed on a slope to prevent erosion '.riprap.1ag stone

!.embankment*.border stone

03. -ammer is a '.striking tool.holding tool

!.measuring tool*.cutting tool

04. ' tough used for carrying o2 water '.gutter.none of these

!.moat*.valley duct

08. ' type of valve that permits passage through a pipe in only one direction '.gate valve.throttle valve

!.over1ow valve*.check valve

09. The process of removing concrete forms from the cured concrete '.stripping.clearing

!.none of these*.deforming works

0;. ' structural member spanning from trusstotruss or supporting rafters '.1oor <oist.purlin

!.girt*.girder

0=. ' threaded steel bent inserted in masonry construction for E or wood or metal plates toconcrete construction

'.anchor bolt.(bolt

!.gusset plate*.strut

3?. ' horiContal piece of wood7 stone7 steel or concrete causes the E of 1oor o '.none of these.lintel

!.transom bear*.transverse rafter

3+. The placing of glass in windows or doors

3



JANUARY 1997 BOARD EXAMINATIONPart 1: Structural Desig ! Buil"ig Tec#$l$g%Ja& '7( 1997 )*+:** a,- .:** /,0 '.none of these.glaCing

!.>tting*.glassing

3/. ' re<ected building material because of its belowstandard quality is called '.outlumber

.runofthemill

!.dull

*.none of these

30. 'nother word for handrail on a stair construction '.balustrade.banister

!.hand guard*.stringer

33. ' <oint produce by lapping two pieces of wood '.sandwiched <oint.butt <oint

!.ship <oint*.lap <oint

34. Freen lumber is '.wolmaniCedGHI lumber.creasateGHItreated lumber

!.tanaliCedGHI lumber*.lumber that still contains moisture

38. The internal angle formed by the E slopes of a rectangle '.canal.gutter

!.valley*.beige cap

39. ' vertical board attached on the ends of the rafters. t is a part of the cornice. '.fascia.decorative board

!.face cover*.construction board

3;. ' large heavy nail is referred to as '.spike.anchorage hardware

!.none of these*.E

3=. n designing a stair7 to >nd the number of risers7 divide the height of the stair by the heightof each

'.newel post.risers

!.balusters*.nosing

4?. (nderwater watertight chamber to allow construction work to be done '.bent chamber.submersible air chamber

!.caisson*.none of these

4+. Stakes and batter board in a construction layouting procedure refers to '.building components where permanent horiContal and vertical measurement are indicated.initial form works done in construction!.vertical and horiContal wood sticks and lumber used to determine the elevation and distances

of the reference points of the proposed building*.a clichJ for layouting work

4/. "umber speci>cation S3S means '.smooth for surfacing <obs.square on four sides

!.>rst class lumber*.smooth on four sides

40. The term used to indicate top and lower principal member of a roof or bridge truss '.rafter.chord

!.beam*.tie

4



JANUARY 1997 BOARD EXAMINATIONPart 1: Structural Desig ! Buil"ig Tec#$l$g%Ja& '7( 1997 )*+:** a,- .:** /,043. Strips of hardwood usually /Kx/K laid over a concrete slab 1oor '.sleepers.leveling blocks

!.wood anchor blocks*.wood saddle

44. Miter square is a guiding and testing tool that has a permanent blade set at

'. 0?. 34 !. /?*. 8?

48. ' wall that holds back on earth embankment '.shoring wall.retaining wall

!.buttress wall*.foundation wall

49. n structural steel section <oints7 it is recommended $%T to use '.rivets.nuts and bolts

!.oxygen6acetyline welding*.electric arch welding

4;. 'n instrument of regulating electric current '.rheostat

.voltage meter

!.thermostat

*.galvanometer

4=. ' wall that serves two dwelling units7 known also '.common wall.property wall

!.exterior wall*.perimeter wall

8?. The liquid discharge from a septic vault after '.waste water discharge.brackish water

!.eLuent*.block water

8+. ,ertaining to a material description '.E.vitreous

!.E*.cellulose

8/. To allow concrete to dry slowly by keeping its moist to attain maximum strength '.permeate.stabiliCe

!.tempering*.cure

80. The hardware on a door to accommodate to the knob and lock '.escutcheon.embellisher

!.door lock cap*.push plate

83. The material used for the process of making watertight the intersection and other exposedareas on the exterior of the building

'.capping.1ashing

!.fascia*.gutter

84. ' vertical space in a building intended for ducts7 pipes and the like '.niche.crevice

!.chase*.trench

88. The term used to describe the putting up of the skeleton of the building '.roughingin.stakes and batterboards

!.shell work *.formworks

89. The CigCag rule is a '.a road builder tool for measuring CigCag road

8



JANUARY 1997 BOARD EXAMINATIONPart 1: Structural Desig ! Buil"ig Tec#$l$g%Ja& '7( 1997 )*+:** a,- .:** /,0

.the law governing intricate road network !.an allmetal tape measuring tool

*.carpenter measuring tool

8;. eystone is '.a wedgeshaped stone of an axe

.a kind of grinding every stone

!.a stone shaped like a key

*.a brand of vehicular tire

8=. alemain door is '.a >reproof door with metal.an indoor decorative door

!.a door product of uala "umpur*.none of these

9?. "umber that is not squared or >nished: '.green limber.milled lumber

!.undressed lumber*.sealed lumber

9



JANUARY 1997 BOARD EXAMINATIONPart 1: Structural Desig ! Buil"ig Tec#$l$g%Ja& '7( 1997 )*+:** a,- .:** /,09+. (sing the data given below7 determine the ultimate moment of the given beam as a singleE '. /+4 M ,. /94 Mpa!. o*. o

9/. *etermine the number of force in bar

90. !omplete the other diagram below '.

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