Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Question
Chapter 3, Problem 3.21PFS
To determine
The effective net area of the
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Calculate the capacity of the shear connection below. A36 Plate: Fyp= 248MPa, Fup= 400MPa. A992 Beam; Fyb= 345MPa, Fub= 450MPa. Fexx= 480MPa. twb= 10.92mm
tp= 12, X= 45, nr= 3(no. of bolts)
What is the bolt shear capacity in kN?
What is the bearing capacity of the shear plate in kN?
What us the bearing capacity of the beam in kN?
What is the shear yielding capacity of shear plate in kN?
What is the shear rupture capacity of the shear plate in kN?
What is the block shear rupture capacity of shear plate in kN?
What is the weld capacity in kN?
Calculate the capacity of the shear connection below. A36 Plate: Fyp= 248MPa, Fup= 400MPa. A992 Beam; Fyb= 345MPa, Fub= 450MPa. Fexx= 480MPa. twb= 10.92mm
tp= 12, X= 45, nr= 3(no. of bolts)
What is the shear yielding capacity of shear plate in kN?
What is the shear rupture capacity of the shear plate in kN?
What is the block shear rupture capacity of shear plate in kN?
What is the weld capacity in kN?
Problem 1
Given the double splice connection shown made up of 6mm x 150mm steel plates with double row of 19mm diameter
bolts.
O = 552.93 MPa , t= 207MPA and op =
552.93 MPa
a. Compute the tensile force of the steel plates
ANS
b. Compute the number of 19mm diameter bolts from shear
ANS
c. Compute the number of 19mm diameter bolts from bearing
ANS
d. Compute the number of 19mm diameter bolts for the connection
ANS
150mm
6mm
Chapter 3 Solutions
Structural Steel Design (6th Edition)
Ch. 3 - Prob. 3.1PFSCh. 3 - Prob. 3.2PFSCh. 3 - Prob. 3.3PFSCh. 3 - Prob. 3.4PFSCh. 3 - Prob. 3.5PFSCh. 3 - Prob. 3.6PFSCh. 3 - Prob. 3.7PFSCh. 3 - Prob. 3.8PFSCh. 3 - Prob. 3.9PFSCh. 3 - Prob. 3.10PFS
Ch. 3 - Prob. 3.11PFSCh. 3 - Prob. 3.12PFSCh. 3 - Prob. 3.13PFSCh. 3 - Prob. 3.14PFSCh. 3 - Prob. 3.15PFSCh. 3 - Prob. 3.16PFSCh. 3 - Prob. 3.17PFSCh. 3 - Prob. 3.18PFSCh. 3 - Prob. 3.19PFSCh. 3 - Prob. 3.20PFSCh. 3 - Prob. 3.21PFSCh. 3 - Prob. 3.22PFSCh. 3 - Prob. 3.23PFSCh. 3 - Prob. 3.24PFSCh. 3 - Prob. 3.25PFSCh. 3 - Prob. 3.26PFSCh. 3 - Prob. 3.27PFSCh. 3 - Prob. 3.28PFSCh. 3 - Prob. 3.29PFSCh. 3 - Prob. 3.30PFSCh. 3 - Prob. 3.31PFSCh. 3 - Prob. 3.32PFSCh. 3 - Prob. 3.33PFSCh. 3 - Prob. 3.34PFSCh. 3 - Determine the LRFD design strength and the ASD...Ch. 3 - Prob. 3.36PFSCh. 3 - Prob. 3.37PFS
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