Brainscape's Knowledge GenomeTM


Top Flashcards (Certified)
All Flashcards

ICC > 2 > Flashcards

2 Flashcards

1
Q

What C shape has an average flange thickness of 0.390” and a workable gage of 1-1/2”?

A

C8x18.75

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
2
Q

If I have an HP shaped steel piece with a flange width of 16”, what is my nominal depth?

A

16”

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

Per Part 1 of the Steel Construction Manual, for an MC12x45 shape, what is the minimum allowable production width for a flange?

A

3-27/32”

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
4
Q

An HSS8x8x3/16 means:

A

It’s nominal outside diameter is 8”

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
5
Q

Which of the following bolts is not permitted to be galvanized?

A

ASTM F2280

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

How would you mark a bolt to indicate that it is a type 3 bolt?

A

Underline the ASTM mark on the bolt head

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
7
Q

For alternative-design fasteners, inspection instructions are prepared by:

A

The manufacture

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

A fastener assembly with a nut that is 1-7/32” in height is most likely using what diameter bolt?

A

1-1/4”

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

If fastener assemblies become dirty or rusty, they can be requalified by:

A

Cleaning, lubricating and testing the condition in a tension calibrator

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

How long must a 1” diameter ASTM A325 bolt be?

A

Long enough to be at least flush with the outer face of the nut.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

DTI devices must conform to ASTM F959, except when:

A

Approved by the engineer

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
12
Q

When can the joint be assembled for slip-critical joints with coated faying surfaces?

A

When coating has cured for the minimum time used in its qualifying test.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
13
Q

Properly prepared faying surfaced for both uncoated and coated faying surfaces in a slip critical are qualified as Class B when:

A

When a class B coating is used on the coated surface.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
14
Q

Which type of faying surface should not be blast cleaned?

A

Slip critical galvanized surfaces

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
15
Q

A typical 1” ASTM F1852 bolt does not require a washer in an oversized hole when:

A

The oversized hole is underneath the bolt head.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
16
Q

If a 7/8” diameter bolt is being used in a long slotted hole for a slip-critical joint, the hole dimension should be:

A

15/16” x 2 3/16”

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
17
Q

What preparation is required for a coated faying surface in a pretensioned joint?

A

Must be blast cleaned
Must receive either Class A or Class B coating
Must be roughened
None of the above

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
18
Q

Tension only load transfers with a static loading only application are inspected by

A

Checking to see that the faying surfaces are drawn into full contact and the nuts can’t be loosened without a wrench

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
19
Q

If a joint uses and oversized hole:

A

It is slip critical

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
20
Q

Which load transfer scenario does not allow slip critical joints?

A

Tension only

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
21
Q

Joints that are subject to tension or combined shear and tension:

A

Are pretensioned

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
22
Q

What is the minimum bolt pretension required in preinstallation verification for an ASTM A490 1-3/8” diameter bolt?

A

121 kips X 1.05

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
23
Q

During preinstallation verification, which if the following bolts is not permitted to be cleaned lubricated and retested?

A

ASTM F2280

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
24
Q

If using DTIs as a tension calibrator for preinstallation verification, the calibrated gap is measured to the nearest:

A

0.001”

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
25
Can you use a DTI as a tension callibrator for preinstallation verification on fastener assemblies that use DTI installation method?
Yes, but the verification DTI must be placed on the end opposite of the production DTI
26
During DTI pretensioning, what does the installer do?
Checks the job inspection gap
27
What should happen if the splined end of the TC bolt is devered during snug tightening?
Remove and replace the fastener assembly
28
Why are bolts in the field installed to a pretension that is less than the preinstallation verification?
The higher pretension during pre-installation provides confidence that the field pretension can be met
29
Where does the washer go for DTI pretensioning where the bolt head is turned and the DTI is under the bolt head?
Between the bolt head and the DTI
30
If the job inspection gap for DTI pretensioing is 0.015" , then:
The DTI must be compressed to the gap less than 0.015
31
Given: the torque value determined from the most recent pre-installation verification for calibrated wrench pretensioning is 650 foot-pounds. How much torque should be applied to the bolts in the field?
650 foot-pounds
32
Is a washer required for calibrated wrench pretensioning?
Yes, underneath the turned element
33
Matchmarking refers to:
Marking a straight line over the nut and bolt to match them together
34
For turn-of-nut pretensioning, if the bolt is 4" long and 1-1/8" in diameter and one face of the bolted ply is sloped at 1:20, then:
Do not use beveled washer
35
For DTI pretensioning, if the bolt does not have a washer or DTI, then:
The nut is turned
36
When inspecting a joint that uses calibrated wrench pretensioning, would a pretension greater than the required amount be a cause for rejection?
No, the bolt is still considered adequate
37
Routine observation means:
Periodic monitoring of the work in progress
38
Which pretensioning method probably requires more frequent routine observations?
Calibrated wrench because you can't determine appropriate torque after the bolt is installed
39
If turn of nut pretensioning required a 2/3 nut rotation, how would match marking be used for inspection?
By marking the nut and bolt together after snug tightening, then checking the distance between the 2 marks after pretensioning
40
When inspecting a slip-critical joint, it is inspected just like a pretensioned joint, except:
Slip critical faying surfaces have additional requirements
41
The inspector must document acceptance or rejection of how many bolted connections in a structure?
Each one
42
Special inspection tasks and frequencies are found in which publication
AISC 360
43
Who provides the quality control program?
The fabricator
44
AISC 341 is the designation for:
Seismic Provisions for Structural Steel Buildings
45
Who can perform steelwork without any QA inspection besides non-destructive testing?
The fabricator
46
Observing that a fastener assembly of suitable condition is placed in all bolt holes of a joint would be considered:
An inspection task during bolting
47
Arbitration torque refers to
The torque value used to test bolts in question
48
When a joint with a 1-1/4" ASTM A490 bolts undergoes an arbitration procedure, the representative bolt pretension must reach:
102 kips
49
During an arbitration procedure, a representative bolt sample is pretensioned to approximately
The minimum value required during pre-installation verification divided by 1.05
50
If the representative bolt samples were correctly pretensioned to 80 kips during arbitration procedure, what is the arbitration torque?
The amount of torque required to turn the bolt head or nut an additional 5 degrees
51
The amount of pretension required for a representative bolt during arbitration is equal to:
70% of the bolt's specified minimum tensile strength
52
In an arbitration procedure, 3 is the:
Number of bolts averaged to determine the arbitration torque
53
The wrench used in an arbitration procedure must:
Be able to indicate torque
54
If a bolt or but head of a join in question is turned during arbitration testing, then:
The remaining bolts in the joint must be tested.
55
Shop drawings shall be prepared:
In advance of fabrication
56
Unidentified steel is permitted to be used only for members when ____ and ____
Their failure will not reduce the strength of the structure, Approved by the engineer
57
At what point should column base plates be grouted?
After the structural steel frame is plumbed
58
When should column anchor rods be shipped to the project site?
When needed for anchorage
59
For existing structures, which of the following is not within the erector's scope of work?
Demolition
60
The identification capability for steel shall include:
Shape designation Material Grade Heat number All of the above

ICC (2 decks)

Brainscape helps you reach your goals faster, through stronger study habits.
© 2025 Bold Learning Solutions. Terms and Conditions