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 4.18PFS
To determine
The selection of a pair ofC10channels for a tension member.
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Determine:
a. max allowable Pu if the shearing if 0.5in bolts dia. governs
b. max allowable Pu if the bearing of the tension member governs
c. max allowable Pu if all "actions" are considered
d. number of anchor bolts needed if an A992 steel bolt is used instead of A325. Assume force is equally shared by the bolts, and the anchor bolts are properly bonded on the ceiling
Design a 11 ft single-angle tension member of A992 steel, to support a dead tensile load of 25k and a live tensile load of 45k. The member is to be connected to one leg only with 5/8-in bolts (4 in a line 3" on center) Then assume a reasonable distance for bolts to the edge of the angle and check the block shear.
*Please clearly show all steps so I can follow along.
An ASTM A992 WT6-section is to be used to resist a dead load of 310 kips and a live load of 425 kips in tension. The section is connected by 1/2-inch bolts in standards holes on its flange to a plate, as shown below. The distance of the bolts from the end and the edges of the tension member are fixed. The member is 8 ft long. Use LRFD approach.
Determine the minimum required effective net area of the section, in in^2
Determine the minimum required gross area of the section, in in^2
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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