Masonry ICC study With Full Solution
/Verified Grade A+
Control joints are considered joints that will ..... shortening, shrinkage and/or reduction in the length of the
V V V V V V V V V V V V V V V V
wall.
V
A. Coordinate
V V
B. Accommodate
V V
C. Reduce
V V
D. Control - Answer B. Accommodate
V V V V V
A standard hook can be a 180° turn plus an extension of at least ..... bar diameters, but not less than .....
V V V V V V V V V V V V V V V V V V V V V
inches at the free end of the bar
V V V V V V V V
A. 4,2.25
V V
B. 4,2.5V V
C. 2.2.75
V V
D. 2,3 - Answer B. 4bar diameters or 2.5 inches
V V V V V V V V V
The cleanout opening at the bottom of a masonry wall is a minimum of .....
V V V V V V V V V V V V V V
A. 3 inches in any direction
V V V V V V
B. 4 inches by 4 inches
V V V V V
C. 32 inches
V V
D. 2 inches in any direction - Answer A. 3" in any direction
V V V V V V V V V V V V
The minimum length of saw-cut prisms shall be ..... inches
V V V V V V V V V
A. 8 V V
B. 6 V
C. 4 V
D. 2 - Answer C. 4 inches
V V V V V V
Movements can occur from a number of sources, such as .... V V V V V V V V V V
A. Ground settlement
V V V
B. Material expansion and contraction
V V V V V
C. Seismic activity
V V V
D. All of the above - Answer D. All of the above
V V V V V V V V V V V
The compressive strength of grout in concrete masonry construction is recommended to be at least ..... to
V V V V V V V V V V V V V V V V
..... times the design strength of the masonry assembly
V V V V V V V V V
A. 1.00 to 1.25
V V V
, B. 1.25 to 1.33
V V V
C. 1.33 to 1.45
V V V
D. 1.45 to 1.60 - Answer B 1.25 to 1.33
V V V V V V V V V
The minimum clearance required between reinforcing steel and the CMU in a grouted cell using course
V V V V V V V V V V V V V V V
grout is .....
V V V
A. 1 bar diameters
V V V
B. 1/4 inch
V V
C. 1/2 inch
V V
D. 1 inch - Answer C. 1/2 inch
V V V V V V V
The maximum grout pour using the high lift grouting method for a clear cell area of 3 inches by 3 inches is
V V V V V V V V V V V V V V V V V V V V V
.....
V
A. 5 feet
V V
B. 8 feet using course grout
V V V V V
C. 12 feet
V V
D. 24 feet using fine grout - Answer D. 24 feet using fine grout
V V V V V V V V V V V V V
When the air temp is 25°F, requirements shall include .....
V V V V V V V V V
A. Heating the cement
V V V
B. Maintaining mortar on board above freezing
V V V V V V V
C. Heating sand above 120°F
V V V V
D. Heating water above 120°F - Answer B. Maintaining mortar temp
V V V V V V V V V V
In a low lift grout pour, the grouting is stopped approximately ..... below the top of the masonry unit.
V V V V V V V V V V V V V V V V V V
A. 1/2 inch
V V
B. 1 inch
V V
C. 1-1/2 inches
V V
D. 2 inches - Answer C. 1-1/2 inches
V V V V V V V
For course grout, the maximum total aggregate measured in a damp loose condition shall be ..... times the
V V V V V V V V V V V V V V V V V
sum of the volume of the cementitious material.
V V V V V V V V
A. 3V
B. 3.25
V
C. 4.25
V
D. 5 - Answer D. 5 times the sum
V V V V V V V V
When the mean daily air temp is between 25°F and 40°F, the masonry shall be protected by covering with a
V V V V V V V V V V V V V V V V V V V
weather-resistive membrane for ..... hours.
V V V V V
A. 12 hours
V V
B. 24 hours
V V
C. 36 hours
V V
/Verified Grade A+
Control joints are considered joints that will ..... shortening, shrinkage and/or reduction in the length of the
V V V V V V V V V V V V V V V V
wall.
V
A. Coordinate
V V
B. Accommodate
V V
C. Reduce
V V
D. Control - Answer B. Accommodate
V V V V V
A standard hook can be a 180° turn plus an extension of at least ..... bar diameters, but not less than .....
V V V V V V V V V V V V V V V V V V V V V
inches at the free end of the bar
V V V V V V V V
A. 4,2.25
V V
B. 4,2.5V V
C. 2.2.75
V V
D. 2,3 - Answer B. 4bar diameters or 2.5 inches
V V V V V V V V V
The cleanout opening at the bottom of a masonry wall is a minimum of .....
V V V V V V V V V V V V V V
A. 3 inches in any direction
V V V V V V
B. 4 inches by 4 inches
V V V V V
C. 32 inches
V V
D. 2 inches in any direction - Answer A. 3" in any direction
V V V V V V V V V V V V
The minimum length of saw-cut prisms shall be ..... inches
V V V V V V V V V
A. 8 V V
B. 6 V
C. 4 V
D. 2 - Answer C. 4 inches
V V V V V V
Movements can occur from a number of sources, such as .... V V V V V V V V V V
A. Ground settlement
V V V
B. Material expansion and contraction
V V V V V
C. Seismic activity
V V V
D. All of the above - Answer D. All of the above
V V V V V V V V V V V
The compressive strength of grout in concrete masonry construction is recommended to be at least ..... to
V V V V V V V V V V V V V V V V
..... times the design strength of the masonry assembly
V V V V V V V V V
A. 1.00 to 1.25
V V V
, B. 1.25 to 1.33
V V V
C. 1.33 to 1.45
V V V
D. 1.45 to 1.60 - Answer B 1.25 to 1.33
V V V V V V V V V
The minimum clearance required between reinforcing steel and the CMU in a grouted cell using course
V V V V V V V V V V V V V V V
grout is .....
V V V
A. 1 bar diameters
V V V
B. 1/4 inch
V V
C. 1/2 inch
V V
D. 1 inch - Answer C. 1/2 inch
V V V V V V V
The maximum grout pour using the high lift grouting method for a clear cell area of 3 inches by 3 inches is
V V V V V V V V V V V V V V V V V V V V V
.....
V
A. 5 feet
V V
B. 8 feet using course grout
V V V V V
C. 12 feet
V V
D. 24 feet using fine grout - Answer D. 24 feet using fine grout
V V V V V V V V V V V V V
When the air temp is 25°F, requirements shall include .....
V V V V V V V V V
A. Heating the cement
V V V
B. Maintaining mortar on board above freezing
V V V V V V V
C. Heating sand above 120°F
V V V V
D. Heating water above 120°F - Answer B. Maintaining mortar temp
V V V V V V V V V V
In a low lift grout pour, the grouting is stopped approximately ..... below the top of the masonry unit.
V V V V V V V V V V V V V V V V V V
A. 1/2 inch
V V
B. 1 inch
V V
C. 1-1/2 inches
V V
D. 2 inches - Answer C. 1-1/2 inches
V V V V V V V
For course grout, the maximum total aggregate measured in a damp loose condition shall be ..... times the
V V V V V V V V V V V V V V V V V
sum of the volume of the cementitious material.
V V V V V V V V
A. 3V
B. 3.25
V
C. 4.25
V
D. 5 - Answer D. 5 times the sum
V V V V V V V V
When the mean daily air temp is between 25°F and 40°F, the masonry shall be protected by covering with a
V V V V V V V V V V V V V V V V V V V
weather-resistive membrane for ..... hours.
V V V V V
A. 12 hours
V V
B. 24 hours
V V
C. 36 hours
V V