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Preliminary framing layout of a building

1) The preliminary framing layout of a building is generally prepared by the
A) project architect.
B) steel fabricator.
C) general contractor.
D) project’s structural engineer.
E) none of the above.
1)
2) The preliminary framing layout of a steel-frame building is generally presented in
A) elevation view.
B) three-dimensional view.
C) plan view.
D) all of the above.
E) none of the above.
2)
3) If the floor of a steel-frame building has primary, secondary, and tertiary components, the
secondary components consist of
A) W-shape beams.
B) steel joists.
C) steel joist girders.
D) any one of the above.
E) A or B.
3)
4) Which of the following is not an ASTM designation for steel bolts?
A) A307 bolts B) A507 bolts C) A325 bolts D) A490 bolts
4)
5) A snug-tight connection between framing members is obtained by
A) bolting the members and tightening them with a spud wrench using full force.
B) bolting the members and tightening them with a spud wrench.
C) welding the members together using arc welding.
D) welding the members together using gas welding