Deck 5: Joint Design and Connection Types
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Deck 5: Joint Design and Connection Types
1
Which of the following statement is true?
A)lap joint eliminates eccentricity of applied load, butt joint results in eccentricity at connection
B)lap joint and butt joint eliminates eccentricity at connection
C)lap joint results in eccentricity of applied load, butt joint eliminates eccentricity at connection
D)lap joint and butt joint results in eccentricity of applied load
A)lap joint eliminates eccentricity of applied load, butt joint results in eccentricity at connection
B)lap joint and butt joint eliminates eccentricity at connection
C)lap joint results in eccentricity of applied load, butt joint eliminates eccentricity at connection
D)lap joint and butt joint results in eccentricity of applied load
lap joint results in eccentricity of applied load, butt joint eliminates eccentricity at connection
2
In a lap joint, at least______________ bolts should be provided in a line.
A)0
B)1
C)2
D)3
A)0
B)1
C)2
D)3
2
3
Use of lap joints is not recommended because
A)stresses are distributed unevenly
B)eccentricity is eliminated
C)bolts are in double shear
D)no bending is produced
A)stresses are distributed unevenly
B)eccentricity is eliminated
C)bolts are in double shear
D)no bending is produced
stresses are distributed unevenly
4
Why is double cover butt joint preferred over single cover butt joint or lap joint?
A)bolts are in single shear
B)eliminates eccentricity
C)bending in bolts
D)shear force is not transmitted
A)bolts are in single shear
B)eliminates eccentricity
C)bending in bolts
D)shear force is not transmitted
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5
Clip and seating angle connection is provided for
A)lateral support
B)bending support
C)frictional support
D)hinged support
A)lateral support
B)bending support
C)frictional support
D)hinged support
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6
In flexible end plate design, beam is designed for the
A)maximum bending moment
B)shear force
C)torsional moment
D)zero end moment
A)maximum bending moment
B)shear force
C)torsional moment
D)zero end moment
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7
which of the following condition is true for web side plate connection?
A)hsfg bolts should be used
B)bolts should be designed to fail by shear of bolt
C)bolts should be designed to fail by bearing of connected plies
D)edge distances must be less than two times the bolt diameter
A)hsfg bolts should be used
B)bolts should be designed to fail by shear of bolt
C)bolts should be designed to fail by bearing of connected plies
D)edge distances must be less than two times the bolt diameter
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