The connection shown consists of two, grade A307, M16 bolts in standard holes. The bolts are snug-tight and threads are permitted in the shear planes. Deformation around the bolt holes is a design consideration and the bolt spacing is as indicated. The 6.35 mm thick plates material are made of A36 steel. Which of the following most nearly gives the nominal bearing (considering also the tearout) strength of the bolts? CHOICES: a) 192 kN b) 384 kN c) 268 kN d) 195 kN
The connection shown consists of two, grade A307, M16 bolts in standard holes. The bolts are snug-tight and threads are permitted in the shear planes. Deformation around the bolt holes is a design consideration and the bolt spacing is as indicated. The 6.35 mm thick plates material are made of A36 steel. Which of the following most nearly gives the nominal bearing (considering also the tearout) strength of the bolts? CHOICES: a) 192 kN b) 384 kN c) 268 kN d) 195 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The connection shown consists of two, grade A307, M16 bolts in standard holes. The bolts are snug-tight and threads are permitted in the shear planes. Deformation around the bolt holes is a design consideration and the bolt spacing is as indicated. The 6.35 mm thick plates material are made of A36 steel.
Which of the following most nearly gives the nominal bearing (considering also the tearout) strength of the bolts?
CHOICES:
a) 192 kN
b) 384 kN
c) 268 kN
d) 195 kN
Transcribed Image Text:40
75
E
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150
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