This 1999 building tech board exam assesses knowledge in metal profiles, masonry finishes, paint defects, steel bar weights, and steel deck installations. It tests understanding of materials and methods critical for building technology and architecture.
A. Wood lathe machine or “torno”
B. Jig saw
C. Planer
D. Band saw
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A. Vision door
B. Flush door
C. Pocket door
D. Louver door
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A. 343 kilos
B. 3.853 kilos
C. 4.833 kilos
D. 2.466 kilos
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A. modulor
B. modular co -ordination
C. modular system
D. conventional system
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A. Oil wood stain
B. White clear gloss lacquer
C. Lacquer sanding sealer
D. Finishing oil
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A. 3/16” x 1/2” copper rivets
B. 3/16” x 1/2” aluminum blind rivets
C. 1/4” x 3/8” GI rivets
D. 1/4” x 3/8” aluminum rivets
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A. 1.578 kilos
B. 0.888 kilos
C. 1.872 kilos
D. 2.466
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A. 6mm diameter steel reinforcement
B. schedule 20 SS pipe
C. #10 4” x 4” welded wire
D. #16 expanded metal lath
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A. Seam lock
B. Simple overlap
C. Drill and bolt
D. Drill and fasten by Tecks screws
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A. Ship or open
B. Through
C. Keyed
D. Blind and stub
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A. Freyssinet
B. prestressed concrete
C. pretensioning
D. post-tensioning
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A. Course aggregates shall be no larger than 1/3 the depth of the slab under consideration
B. Course aggregates shall be no larger than 1/4 the depth of the slab under consideration
C. Course aggregates shall be no larger than 1/6 the depth of the slab under consideration
D. Course aggregates shall be no larger than 1/5 the depth of the slab under consideration
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A. Cement textured finish
B. Anay finish
C. Stucco finish
D. Plain cement finish
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A. First Lepanto
B. Fil Hispano
C. Piedra
D. Euro
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A. Concrete nail
B. Screw with expansion plug
C. Concrete screw
D. Teks screw
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A. wrinkling
B. fading
C. washing
D. bleeding
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A. Pebble washout finish
B. Corduroy or tool finish
C. Chisel finish
D. Synthetic adobe finish
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A. Modular co-ordination
B. Modular scale
C. Measuring metric scale
D. The modulor
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A. Channel runners suspension system
B. Cannel hangers suspension system
C. Main/cross tee and wall angle suspension
D. system Angle hangers suspension system
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A. Barrel bolt lock
B. Cylindrical lock
C. Mortise lock
D. Dead bolt lock
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A. crystalliser
B. liquid tile coat
C. clear gloss acrylic emulsion
D. polyurethance floor coating
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A. Thrust plate
B. Swivel pipe clamp
C. Pin valve
D. Bolt and wing nut
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A. Spandeck T -floor system
B. Prestress concrete T -beam floor system
C. Spandeck inverted T-joist system
D. Span stress concre te T-joists floor system
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A. Figured wired glass
B. Bevel grind glass
C. Clear plate glass
D. Laminated glass
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A. plyboard
B. plywood
C. gypsum boards
D. medium density fiber boards
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A. spotting
B. blistering
C. deadening
D. bleeding
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A. Polymer
B. Caulking
C. Tile grout
D. Concrete tile adhesive (CTA)
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A. Button head, bolts, wires and keeper plate
B. Shims, bearing pl ate, stressing washer and button head
C. Bearing plate, bolt holes, bolts and shims
D. Spread plate, keeper plate, shims and bolts
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A. scarf
B. half lap
C. squared splice
D. finger
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A. Batter board
B. Elevation
C. Grade
D. Bench mark
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A. No. 4 Jacinto steel
B. No. 3 Philmetal steel deck
C. No. 2 Chuayuco steel deck
D. No. 1 Condeck
A. Ridge end tile
B. Ridge tile
C. Down e nd tile
D. Right hand verge tile
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A. lever set
B. dead bolt lock
C. tubular lockset
D. mortise lockset
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A. Ga. 40mm x 50 mm galvanized steel strap seamed locked at 600 mm centers with galvanized angles under straps to protect corners
B. Ga. 26 tie wires strapped at 600 mm center
C. 75mm wide pressure sensitive aluminized duct tape strapped at 600 mm centers
D. 100 mm wide pressure sensitive rubber tape strapped at 600 mm centers
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A. Seam locking
B. Tie with #16 tie wires
C. Welding
D. Riveting
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A. 3/4” thick concrete
B. 3/4” thick cement grout
C. 3/8” thick cement tile adhesive
D. thin layer of SCR epoxy
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A. Value scale
B. Chroma scale
C. Reflectance
D. Hue scale
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A. Cross brace must be installed in the opposite direction.
B. Adjustable U-head pin type must be replaced with a U -head screw type.
C. H-steel frame must be replaced with a U-steel frame.
D. Adjustable U -head must be rotated 90 degrees to face the other direction.
A. Uniform 10mm thick cement mortar
B. Uniform 10mm thick cement grout
C. Uniform 10mm thick pure cement with flexible synthetic mortar additive
D. Uniform 10mm thick cement plaster
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A. Plain miter
B. Lap
C. Scarf
D. Finger
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A. chroma scale
B. value scale
C. hue scale
D. reflectance
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A. Z-bar
B. Flat bar
C. I-bar
D. T-bar
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A. Bird’s eye
B. heptagon
C. hollow block
D. canto mesa
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A. Trust plate
B. Form clamp
C. Fixed pipe clamp
D. Cross brace
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A. Conduits, pipes and sleeves passing through slab, wall or beam shall not impair significantly the strength of construction.
B. Aluminum pipes and conduits at reinforced concrete shall be secured at steel reinforcing bars by tie wires.
C. Conduits, pipes and sleeves shall be permitted to be considered as replacing structurally in compression the displaced concrete provided that they are not exposed to rust
D. Pipes and fittings shall be designed to resist effects of the material, pressure and temperature to which they will be subjected.
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A. Cored block
B. Solid block
C. Corner return block
D. Corner block
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A. No. 1
B. No. 4
C. No. 6
D. No. 3
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A. 3/8” layer of pure cement with flexible synthetic additive
B. 3/8” layer of cement grout
C. 3/4” layer of cement plaster
D. 3/4” layer of cement mortar
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