ICC REINFORCED CONCRETE final code
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test questions and answers
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An acceptable reinforcing steel support mechanism for a
|\ |\ |\ |\ |\ |\ |\ |\
24-inch deep footing are? |\ |\ |\
-precast dobie blocks |\ |\
-large,solid pieces of glass |\ |\ |\ |\
-masonry CMU pieces |\ |\ |\
-wooden blocks - CORRECT ANSWERS ✔✔Precast dobie
|\ |\ |\ |\ |\ |\ |\
blocks
all of the following are true except ?
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---Minimum concrete cover for bundled bars of any size
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need not be greater than 2 inches, unless they are in a
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\ |\ |\
member that's permanently cast against earth
|\ |\ |\ |\ |\
---specified concrete cover for headed shear stud
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reinforcement shall not be less then the cover |\ |\ |\ |\ |\ |\ |\ |\
requirement for the member in which the stud |\ |\ |\ |\ |\ |\ |\ |\
reinforcement is located |\ |\ |\
---Concrete cover for the flexural members, walls, and
|\ |\ |\ |\ |\ |\ |\ |\
compression members with an effective depth of 8-inches |\ |\ |\ |\ |\ |\ |\
can vary -3/8 of an inch
|\ |\ |\ |\ |\ |\ |\
---Concrete cover for members in highly corrosive
|\ |\ |\ |\ |\ |\ |\
environments will typically remain the same as cast |\ |\ |\ |\ |\ |\ |\ |\
,against earth - CORRECT ANSWERS ✔✔Concrete cover for
|\ |\ |\ |\ |\ |\ |\
members in highly corrosive environments will typically
|\ |\ |\ |\ |\ |\ |\ |\
remain the same as cast agonist earth
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As a general rule, Lap splicing bar larger then NO.11 Is?
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
-not permitted |\
-permitted |\
-permitted if bars will be in tension within the structural
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
member
-permitted only if bars are within a bundle - CORRECT|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
ANSWERS ✔✔not permitted |\ |\
before new concrete is placed, construction joints must
|\ |\ |\ |\ |\ |\ |\ |\
be?
-blown free of dirt and debris
|\ |\ |\ |\ |\ |\
-wetted ,and standing water removed |\ |\ |\ |\ |\
-sand blasted |\
- treated with a bonding agent - CORRECT ANSWERS
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
✔✔wetted, and standing water removed |\ |\ |\ |\
grade 60 reinforcing steel has an ultimate strength of?
|\ |\ |\ |\ |\ |\ |\ |\
-60,000
-75,000
-90,000
, -100,000 - CORRECT ANSWERS ✔✔90,000 psi |\ |\ |\ |\ |\
The__________may waive requirements for the |\ |\ |\ |\ |\
employment of a special inspection agency if he/she finds |\ |\ |\ |\ |\ |\ |\ |\
that the construction is of minor nature.
|\ |\ |\ |\ |\ |\ |\
-building official |\
-engineer or architect of record |\ |\ |\ |\ |\
-owner |\
-all of the above - CORRECT ANSWERS ✔✔building official
|\ |\ |\ |\ |\ |\ |\ |\
what is the maximum allowable center to center spacing
|\ |\ |\ |\ |\ |\ |\ |\ |\
of spliced bars in a non-contact lap splice for the flexural
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\ |\
members?
-6 inches
|\
-4 inches
|\
-8 inches
|\ |\
-2 inches - CORRECT ANSWERS ✔✔6 inches
|\ |\ |\ |\ |\ |\
Drilled cast-in place concrete piles that poured with
|\ |\ |\ |\ |\ |\ |\ |\
concrete having an f'c of 2500 psi need special
|\ |\ |\ |\ |\ |\ |\ |\ |\
inspection?
-only when required by the building official
|\ |\ |\ |\ |\ |\
-at the engineers discretion
|\ |\ |\
-at all times
|\ |\ |\
|\ |\ |\ |\
test questions and answers
|\ |\ |\ |\
An acceptable reinforcing steel support mechanism for a
|\ |\ |\ |\ |\ |\ |\ |\
24-inch deep footing are? |\ |\ |\
-precast dobie blocks |\ |\
-large,solid pieces of glass |\ |\ |\ |\
-masonry CMU pieces |\ |\ |\
-wooden blocks - CORRECT ANSWERS ✔✔Precast dobie
|\ |\ |\ |\ |\ |\ |\
blocks
all of the following are true except ?
|\ |\ |\ |\ |\ |\ |\
---Minimum concrete cover for bundled bars of any size
|\ |\ |\ |\ |\ |\ |\ |\ |\
need not be greater than 2 inches, unless they are in a
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\ |\ |\
member that's permanently cast against earth
|\ |\ |\ |\ |\
---specified concrete cover for headed shear stud
|\ |\ |\ |\ |\ |\ |\
reinforcement shall not be less then the cover |\ |\ |\ |\ |\ |\ |\ |\
requirement for the member in which the stud |\ |\ |\ |\ |\ |\ |\ |\
reinforcement is located |\ |\ |\
---Concrete cover for the flexural members, walls, and
|\ |\ |\ |\ |\ |\ |\ |\
compression members with an effective depth of 8-inches |\ |\ |\ |\ |\ |\ |\
can vary -3/8 of an inch
|\ |\ |\ |\ |\ |\ |\
---Concrete cover for members in highly corrosive
|\ |\ |\ |\ |\ |\ |\
environments will typically remain the same as cast |\ |\ |\ |\ |\ |\ |\ |\
,against earth - CORRECT ANSWERS ✔✔Concrete cover for
|\ |\ |\ |\ |\ |\ |\
members in highly corrosive environments will typically
|\ |\ |\ |\ |\ |\ |\ |\
remain the same as cast agonist earth
|\ |\ |\ |\ |\ |\
As a general rule, Lap splicing bar larger then NO.11 Is?
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
-not permitted |\
-permitted |\
-permitted if bars will be in tension within the structural
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
member
-permitted only if bars are within a bundle - CORRECT|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
ANSWERS ✔✔not permitted |\ |\
before new concrete is placed, construction joints must
|\ |\ |\ |\ |\ |\ |\ |\
be?
-blown free of dirt and debris
|\ |\ |\ |\ |\ |\
-wetted ,and standing water removed |\ |\ |\ |\ |\
-sand blasted |\
- treated with a bonding agent - CORRECT ANSWERS
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
✔✔wetted, and standing water removed |\ |\ |\ |\
grade 60 reinforcing steel has an ultimate strength of?
|\ |\ |\ |\ |\ |\ |\ |\
-60,000
-75,000
-90,000
, -100,000 - CORRECT ANSWERS ✔✔90,000 psi |\ |\ |\ |\ |\
The__________may waive requirements for the |\ |\ |\ |\ |\
employment of a special inspection agency if he/she finds |\ |\ |\ |\ |\ |\ |\ |\
that the construction is of minor nature.
|\ |\ |\ |\ |\ |\ |\
-building official |\
-engineer or architect of record |\ |\ |\ |\ |\
-owner |\
-all of the above - CORRECT ANSWERS ✔✔building official
|\ |\ |\ |\ |\ |\ |\ |\
what is the maximum allowable center to center spacing
|\ |\ |\ |\ |\ |\ |\ |\ |\
of spliced bars in a non-contact lap splice for the flexural
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\ |\
members?
-6 inches
|\
-4 inches
|\
-8 inches
|\ |\
-2 inches - CORRECT ANSWERS ✔✔6 inches
|\ |\ |\ |\ |\ |\
Drilled cast-in place concrete piles that poured with
|\ |\ |\ |\ |\ |\ |\ |\
concrete having an f'c of 2500 psi need special
|\ |\ |\ |\ |\ |\ |\ |\ |\
inspection?
-only when required by the building official
|\ |\ |\ |\ |\ |\
-at the engineers discretion
|\ |\ |\
-at all times
|\ |\ |\