Standard Sized Holes 0.6" ThickA36 Steel 4" Pu = 75k Pu = 75k 2.0" 2.0" 2.25" Plan View DO 7/8" diameterA325 Bolts Note: for the plate as a TM, the following is given: Section View
Standard Sized Holes 0.6" ThickA36 Steel 4" Pu = 75k Pu = 75k 2.0" 2.0" 2.25" Plan View DO 7/8" diameterA325 Bolts Note: for the plate as a TM, the following is given: Section View
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
For the connection below you may neglect any moment in the connection caused by the eccentricity of the load. You must answer the following question:
- Is the connection adequate? Check all limit states and other requirements.

Transcribed Image Text:Standard Sized Holes
0.6" ThickA36 Steel
4"
Pu = 75k
Pu = 75k
2.0"
2.0"
2.25"
Plan View
7/8" diameter A325 Bolts
Note: for the plate as
a TM, the following is
given:
þPnfracture = 78.3 kips
Section View
Expert Solution

Step 1
Given:
Step 2
Shearing of bolt.
Hence ok.
Bearing.
Tearing
Step by step
Solved in 4 steps

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