BC Chapter 8 Flashcards

1
Q

Draw backs to masonry construction:

(2)

p. 218

A
  • Long-term deterioration of mortar joints.
  • Labor-intensiveness of laying individual units by hand.
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2
Q

The most common size of a hollow concrete block:

p. 220

A

8 x 8 x 16

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3
Q

Mortar is available in _____ basic types with compressive strengths ranging from _____psi to ____psi.

p. 221

A

5

75

2500

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4
Q

A well conatructed masonry wall can have fire-resitance rating of two to four hours and is usually the last structural component to faill in wood-joisted buildings.

p.221

A

True

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5
Q

Masonry can be used for non-loadbearing _______ or ___________.

p. 223

A

Curtain walls

Partitions

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6
Q

Nonreinforced masonry walls are usually limited to a maximum height of _____ stories.

p. 224

A

6 Stories

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7
Q

A ___________ course has brinks placed end-to-end.

p. 225

A

Stretcher

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8
Q

A __________ solider course has bricks placed vertically on end.

p. 225

A

Soldier Course

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9
Q

A _________ course has bricks placed with the end facing out.

p. 225

A

Header Course

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10
Q

A reinforced loadbearing masonry wall can be constrcuted to a height of ______ stories or more with a thickness of only _______ inches.

p. 226

A

10 stories

12 inches

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11
Q

Wall construction system that includes one wythe of concrete blocks with a brick wythe attached to the outside.

p. 227

A

Concrete Block - Brick Faced (CBBF)

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12
Q

A _________ wall is an exterior brick wall constructed with a vertical space between the exterior wythe and interior wythe. This space prevents water seepage through mortar joints into the building and increases thermal insulating value of the wall.

p. 226

A

Cavity Wall

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13
Q

Structure projecting from a wall designed to receive lateral pressure at a particular point.

p. 227

A

Buttress

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14
Q

Rectangular masonry pillar that extends from the face of a wall to provie additional support to the wall.

p. 226

A

Pliaster

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15
Q

In masonry walls wood joists or means simply rest on the wall in an indentation called a:

p. 227

A

Beam Pocket

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16
Q

Supporting the weight over masonry openings poses a design problem because:

p. 228

A

Mortar joints provide little tensile stength.

17
Q

Most common support for masonry over an opening; usually a steel beam or reinforced masonry.

p. 228

18
Q

Collapse zone is typically at least ______ times the height of the building.

p. 230

19
Q

The strongest points in a masonry structure:

p.231

A
  • Corners
  • Stairwells
  • Elevator shafts