SIMPLE 100 KN 50 KN STRESSES 7.00 2. How many rivets are required to member BD to the gusset plate at H. A Joint B? The maximum E shear stress of steel 4.00 2.00 3.00 4.00 rivet is 60 MPa. Compute the minimum safe quantity of rivets. 50 KN 50 KN B)
SIMPLE 100 KN 50 KN STRESSES 7.00 2. How many rivets are required to member BD to the gusset plate at H. A Joint B? The maximum E shear stress of steel 4.00 2.00 3.00 4.00 rivet is 60 MPa. Compute the minimum safe quantity of rivets. 50 KN 50 KN B)
Steel Design (Activate Learning with these NEW titles from Engineering!)
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ISBN:9781337094740
Author:Segui, William T.
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Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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![SIMPLE
100 KN
50 KN
STRESSES
В
7.00
2. How many rivets are
required to member BD
to the gusset plate at
H
A
Joint B? The maximum
E
shear stress of steel
4.00
2.00
3.00
4.00
rivet is 60 MPa.
Compute the minimum
safe quantity of rivets.
50 KN
50 KN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fae3079f1-6c90-4626-8a41-afdf891492b5%2Fd559dd0a-acfd-4482-90bd-508bc71f9267%2Flqlj67k_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SIMPLE
100 KN
50 KN
STRESSES
В
7.00
2. How many rivets are
required to member BD
to the gusset plate at
H
A
Joint B? The maximum
E
shear stress of steel
4.00
2.00
3.00
4.00
rivet is 60 MPa.
Compute the minimum
safe quantity of rivets.
50 KN
50 KN
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