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In specifying the dimensions of a masonry unit, which dimension is stated first?


A) Width, W, of the unit
B) Height, H, of the unit
C) Length, L, of the unit

D) B) and C)
E) A) and C)

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What is a brick without core holes referred to in the masonry industry-as solid brick or core- less brick?

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Neither of the two. ...

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When mortar is specified using proportion specification, various solid materials that constitute masonry mortar are proportioned based on their


A) wet weights.
B) dry volumes.
C) wet volumes.
D) dry weights.
E) none of the above.

F) A) and C)
G) A) and E)

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A brick has three dimensions: length, width, and height. In specifying the brick dimensions, which dimension is stated first, which next, and which is stated last?

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Through- the- wall d...

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A preblended cementitious mix for masonry mortar is available as


A) PCL cement.
B) mortar cement.
C) masonry cement.
D) A and B.
E) B and C.

F) A) and B)
G) A) and C)

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Bricks may carry a grade of SW, MW, or NW. Which factors determine the grade?

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The grade of bricks is determined by sev...

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Retempering of mortar, if needed, should be generally done within


A) 1 h of the initial preparation of mortar.
B) 4 h of the initial preparation of mortar.
C) 2- 1/2 h of the initial preparation of mortar.
D) 5- 1/2 h of the initial preparation of mortar.
E) none of the above.

F) A) and B)
G) B) and C)

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Bricks that are highly absorptive may need to be wetted before being laid in the wall.

A) True
B) False

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The primary reason for providing core holes in bricks is to


A) increase the shear resistance of masonry walls.
B) reduce the weight of bricks.
C) provide uniform drying and firing of bricks.
D) none of the above.

E) B) and C)
F) A) and C)

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Explain why the masonry industry recommends the use of the weakest mortar that will give the required performance.

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The masonry industry recommends the use ...

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How can the spalling of masonry be prevented?

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By using high- strength masonr...

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ASTM specifications classify masonry mortar into Type M, Type S, Type N, and Type O. Which is the strongest type and which is the weakest type?

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Type M is the strong...

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The cementitious material(s) in contemporary masonry mortar consist(s) of


A) Portland cement.
B) lime.
C) Portland cement, lime, and sand.
D) Portland cement and lime.
E) Portland cement and sand.

F) D) and E)
G) B) and C)

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Does efflorescence in a brick wall reduce the wall's strength?

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No, it is ...

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The mortar commonly recommended for use in masonry walls in seismic regions is


A) Type N.
B) Type I.
C) Type S.
D) Type II.
E) Type P.

F) A) and E)
G) A) and B)

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How can efflorescence on brick walls be removed?

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By washing...

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Using sketches and notes, describe various commonly used mortar joint profiles. Which profile gives the most watertight wall and why?

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Mortar joint profiles are an important a...

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ASTM specifications classify masonry mortar into Type M, Type S, Type N, and Type O. Which of these types is recommended for use in brick veneer cladding in a: (i)highly seismic region and (ii)nonseismic region?

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(i)Type S in a highl...

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The most commonly used mortar joint thickness is


A) 1/2 in.
B) 3/4 in.
C) 3/8 in.
D) 5/8 in.
E) 1/4 in.

F) A) and B)
G) C) and E)

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A wall made of Portland cement mortar (without lime)is more watertight than a wall made of Portland cement and lime mortar.

A) True
B) False

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