An eccentricity loaded connection shown in figure 4.37 has a eccentric load of 180 KN. 1325 bolts is used with threads excluded from shear planes. Using elastic method. Compute the resultant load on the most stressed bolt in the eccentrically loaded connection. Compute the diameter of A 325 bolts for a hearing tyna 75 180 KN
An eccentricity loaded connection shown in figure 4.37 has a eccentric load of 180 KN. 1325 bolts is used with threads excluded from shear planes. Using elastic method. Compute the resultant load on the most stressed bolt in the eccentrically loaded connection. Compute the diameter of A 325 bolts for a hearing tyna 75 180 KN
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter7: Simple Connections
Section: Chapter Questions
Problem 7.11.10P
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Subject: Steel design- Bolted Steel Connection - Bolted Subjected to Eccentric Loads
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![6.18 Problem:
An eccentricity loaded connection shown in figure 4.37 has a eccentric load of 180 KN.
A 325 bolts is used with threads excluded from shear planes. Using elastic method.
Compute the resultant load on
the most stressed bolt in the
eccentrically loaded connection.
Compute the diameter of A 325
bolts for a bearing type
connection having an allowable
shear stress of 207 MPa.
Compute the shearing stress of
bolt A.
75
75
Figure 4.37
75
180 KN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8bd14e05-ccbf-4d19-81d0-69a83645678b%2Fc1bf983e-ddb3-4641-ad40-7ec92f8b64ab%2Fe0kjjtl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:6.18 Problem:
An eccentricity loaded connection shown in figure 4.37 has a eccentric load of 180 KN.
A 325 bolts is used with threads excluded from shear planes. Using elastic method.
Compute the resultant load on
the most stressed bolt in the
eccentrically loaded connection.
Compute the diameter of A 325
bolts for a bearing type
connection having an allowable
shear stress of 207 MPa.
Compute the shearing stress of
bolt A.
75
75
Figure 4.37
75
180 KN
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