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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

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

Architectural Drafting and Design (MindTap Course List)
Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter14: Legal Descriptions And Site Plan Requirements
Section: Chapter Questions
Problem 14.12P
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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

40 75 E 40 ✈ 150
Transcribed Image Text:40 75 E 40 ✈ 150
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