A 12.5 mm x150 mm plate is connected to a gusset plate having a thickness of 9.5 mm.Diameter of bolt = 20 mm Both the tension member and the gusset plate are of A 36 steel. Fy = 248 MPa, FU = 400 MPa. Shear stress of bolt Fnv = 300MPa. Questions: a.Determine the shear strength of the connection. b.Determine the bearing strength of the connection. c. Determine the block shear strength of the connection.
A 12.5 mm x150 mm plate is connected to a gusset plate having a thickness of 9.5 mm.Diameter of bolt = 20 mm Both the tension member and the gusset plate are of A 36 steel. Fy = 248 MPa, FU = 400 MPa. Shear stress of bolt Fnv = 300MPa. Questions: a.Determine the shear strength of the connection. b.Determine the bearing strength of the connection. c. Determine the block shear strength of the connection.
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter9: Mass And Mass-related Variables In Engineering
Section: Chapter Questions
Problem 4P
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Question
Topic:Bolted Steel Connection - Civil Engineering -Steel Design
*Use latest NSCP/NSCP 2015 formula to solve this problem
*Please use hand written to solve this problem
A 12.5 mm x150 mm plate is connected to
a gusset plate having a thickness of 9.5
mm.Diameter of bolt = 20 mm
Both the tension member and the gusset
plate are of A 36 steel. Fy = 248 MPa, FU = 400 MPa.
Shear stress of bolt Fnv = 300MPa.
Questions:
a.Determine the shear strength of the connection.
b.Determine the bearing strength of the connection.
c. Determine the block shear strength of the connection.
![40
BO
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100
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Transcribed Image Text:40
BO
40
50
100
→Pn
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Step 1: Introducing given data
VIEWStep 2: Determine the shear strength of the connection
VIEWStep 3: Calculate bearing capacity of bolts nearest to the edge
VIEWStep 4: Calculate bearing capacity of other bolts
VIEWStep 5: Determine the bearing strength of the connection
VIEWStep 6: Calculate nominal block shear strength
VIEWStep 7: Determine the block shear strength of the connection
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