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Exam (elaborations)

STEEL DESIGN EXAM 3 QUESTIONS AND ANSWERS 100% CORRECT!!

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Structural bolts are referenced by labels such as A490-X. Which of the following is NOT a piece of information that is indicated or can be obtained based on these labels - ANSWER The diameter of the bolt The main difference between the analysis or design of a slip-critical connection and a bearing-type connection is - ANSWER How the design force compares to the friction resistance on the bolted surfaces What is NOT a reason a "butt joint" may provide a better connection than a "lap joint" - ANSWER The butt joint eliminates possible yielding of the connected plates What is NOT a potential limit state of a bolted connection - ANSWER Moment of the bolts What is NOT a correct definition of a term describing the bolt positions in a bolted connection - ANSWER The edge distance describes the distance between the center of the bolt and the edge of the bolt hole What would NOT be an acceptable bolt layout when using ¾" diameter bolts to connect two plates that are each ½" thick? - ANSWER Locating the bolts ¾" from the end of the member What is NOT a variable affecting the shear limit state for a bolted connection - ANSWER The shear strength of the material of the connected part

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STEEL DESIGN
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STEEL DESIGN








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Institution
STEEL DESIGN
Course
STEEL DESIGN

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Uploaded on
December 24, 2025
Number of pages
2
Written in
2025/2026
Type
Exam (elaborations)
Contains
Questions & answers

Subjects

  • what are the advantage

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STEEL DESIGN EXAM 3 QUESTIONS AND
ANSWERS 100% CORRECT!!
What is NOT an advantage of bolted connections? - ANSWER They are stronger than
welded connections

What are the advantages of bolted connections? - ANSWER They are faster to install
compared to welding, they require less skilled labor than welding, they are more
economical than welded connections.

Structural bolts are referenced by labels such as A490-X. Which of the following is NOT
a piece of information that is indicated or can be obtained based on these labels -
ANSWER The diameter of the bolt

The main difference between the analysis or design of a slip-critical connection and a
bearing-type connection is - ANSWER How the design force compares to the friction
resistance on the bolted surfaces

What is NOT a reason a "butt joint" may provide a better connection than a "lap joint" -
ANSWER The butt joint eliminates possible yielding of the connected plates

What is NOT a potential limit state of a bolted connection - ANSWER Moment of the
bolts

What is NOT a correct definition of a term describing the bolt positions in a bolted
connection - ANSWER The edge distance describes the distance between the center of
the bolt and the edge of the bolt hole

What would NOT be an acceptable bolt layout when using ¾" diameter bolts to connect
two plates that are each ½" thick? - ANSWER Locating the bolts ¾" from the end of the
member

What is NOT a variable affecting the shear limit state for a bolted connection -
ANSWER The shear strength of the material of the connected part

What is NOT a variable affecting the bearing limit state for a bolted connection -
ANSWER The ultimate material strength of the bolts

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