Chapter 8 Flashcards

1
Q

Drawbacks to masonry construction

A

Long term deterioration of mortar joints and labor intensiveness of laying individual units by hand

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2
Q

Most common concrete masonry units

A

Hollow concrete blocks

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3
Q

The most common size of Hollow concrete block

A

8x8x16

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4
Q

Last structural component to fail in a wood hoisted building

A

Well constructed masonry wall that has not been undermined or weakened

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5
Q

Fire Rated concrete masonry units fire resistance rating of

A

2-4 hours

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6
Q

Masonry can be used for

A

Non load bearing curtain walls or partitions

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7
Q

The height of the building and the method of construction used will

A

Affect the thickness of a masonry wall

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8
Q

Nonreinforced masonry walls are usually limited to

A

Maximum height of 6 stories

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9
Q

Stretcher course has

A

Bricks placed end to end

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10
Q

Soldier course has

A

Bricks placed vertically on end

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11
Q

Head course has

A

Bricks placed with the end facing out

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12
Q

The existence of header courses in a wall

A

Is one way to identify the method of construction of a masonry wall

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13
Q

Masonry wall that is reinforced with steel can

A

Have reduced thickness

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14
Q

Common support for masonry walls is

A

A series of vertical steel rods placed between two adjacent withers of brick wall

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15
Q

3 other forms of reinforcement of masonry wall

A

Buttresses

Flying buttresses

Pilasters

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16
Q

Fire cut in wood joist

A

Slight angle cut at the end of the joist or beam and its purpose is to allow the beam to fall away freely from a wall in case of structural collapse without acting as a lever to pus against the masonry

17
Q

Masonry over an opening is supported by (3)

A

Lintel

Arch

Corbel

18
Q

Most common method of supporting load over openings in masonry is

A

Lintels

19
Q

Parapet is an

A

Extension of a masonry or steel wall that projects above the roof 1 foot or more

20
Q

Collapse zone are typically

A

At least 1.5 times the height of the building all around the buildings perimeter

21
Q

Strongest points in a masonry structure

A

Points of intersection such as stair wells or evaluator shafts and corners of the building

22
Q

Bearing plates used where repairs have been undertaken are likely to be (3)

A

Less compatible with the architecture of the building steel channels may be used

Not uniformly positioned on a wall

Found in conjunction with other repairs