Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Question
Chapter 4, Problem 4.24PFS
To determine
The size of a round rod using A36 steel.
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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 channel shown is attached to a 12 mm gusset plate with 9-22 mm diameter A 325 bolts as shown. Use LRFD.
Fnv = 300 MPa Fu = 400 MPa
Fy = 248 MPa Ag = 3354 mm2
Question:
Determine the capacity of the channel based on the bearing strength of the connection.
A square hollow section is connected to the flanges of
ISMB 600 as shown in the above figure. The bracket is
subjected to symmetrical vertical and horizontal load of
each 50 kN. The size of SHS is 150 x 150 x 6 mm. Find
the weld size required for the connection.
150 mm
100 mm
ARM
50 KN A
A
50 kN
75
75
50 KN
150
11
VIEW-A-A
A rolled l-shaped beam is connected to a
steel girder by 4-25mm bolts as shown.
Determine the maximum end reaction that
the beam can resist. (tw=15mm, Fy=248
MPa, Fu=400MPA)
60 mm
25-mm bolts-
3 @ 80 mm
W 14 × 211
2 - 100 mm angle leg
60 mm
Chapter 4 Solutions
Structural Steel Design (6th Edition)
Ch. 4 - Prob. 4.1PFSCh. 4 - Prob. 4.2PFSCh. 4 - Prob. 4.3PFSCh. 4 - Prob. 4.4PFSCh. 4 - Prob. 4.5PFSCh. 4 - Prob. 4.6PFSCh. 4 - Prob. 4.7PFSCh. 4 - Prob. 4.8PFSCh. 4 - Prob. 4.9PFSCh. 4 - Prob. 4.10PFS
Ch. 4 - Prob. 4.11PFSCh. 4 - Prob. 4.12PFSCh. 4 - Prob. 4.13PFSCh. 4 - Prob. 4.14PFSCh. 4 - Prob. 4.15PFSCh. 4 - Prob. 4.16PFSCh. 4 - Prob. 4.17PFSCh. 4 - Prob. 4.18PFSCh. 4 - Prob. 4.19PFSCh. 4 - Prob. 4.20PFSCh. 4 - Prob. 4.21PFSCh. 4 - Prob. 4.22PFSCh. 4 - Prob. 4.23PFSCh. 4 - Prob. 4.24PFSCh. 4 - Prob. 4.25PFSCh. 4 - Prob. 4.26PFS
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- Problem 5 Design an American Standard Channel from the C10 series that can resist the loads shown. The channel is 17 ft long and is connected to a gusset plate (not shown) using the bolted connection configuration shown in the figure. Use A36 Steel (Fy-36 ksi, Fu-58 ksi). Obtain U using the equation given in AISC manual. Use the LRFD method. HC 10" INN 3" 31"> 3½" C10 Series Pu = 190 kips 3/4" bolts Hint: Determine the gross area needed (Ag) assuming yielding controls the design. Using Ag go to the tables in the manual to select a C10 with an area> Ag. Then check that the selected section is adequate in rupture and block shear.arrow_forwardA C130x10 tension member is welded to a plate as shown in the figure. The channel is of Grade 350W steel. The channel is welded on both sides with 110 mm long fillet weld. Assume the weld does not govern the capacity, calculate the factored tension resistance of the channel. The tension resistance is not governed by the plate. C130 XI0arrow_forwardA staggered connection is shown in the figure. Using LRFD & ASD, determine the maximum tensile force that the plate could carry. Assume A36 steel (Fy = 248 MPa, Fu = 400MPa). Use NSCP 2015 provisions. For Plate: t = 12 mm, width = 350 mm For Rivet: Diameter = 20 mm 70 100 P 70 80 70arrow_forward
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