Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Chapter 7, Problem 7.3.2P
To determine
(a)
The correctness of all spacing and edge distances.
To determine
(b)
The nominal bearing strength of each bolt.
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The tension member is a PL 12 x 6. It is connected to a 38-inch-thick gusset plate with 7/8-inch-diameter bolts. Both components
are of A242 steel.
Note:
A242 Fu = 70ksi
dh = db + 1/16"
Use: Consider deformation at the bolt hole
3" PL
...
PL ½x 6
12"
24" 24"
12"
a. What is the minimum spacing as per AISC code provisions
Round your answer to 3 decimal places.
The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with 7⁄8-inch-diameter bolts. Both components are of A242 steel.
Note:
A242 Fu = 70ksi
dh = db + 1/16’’
Use: Consider deformation at the bolt hole
what is the:
minimum spacing as per AISC code provisions
maximum spacing as per AISC code provisions
minimum edge distance as per AISC code provisions
maximum edge distance as per AISC code provisions
Chapter 7 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 7 - Prob. 7.3.1PCh. 7 - Prob. 7.3.2PCh. 7 - Prob. 7.4.1PCh. 7 - Prob. 7.4.2PCh. 7 - Prob. 7.4.3PCh. 7 - Prob. 7.4.4PCh. 7 - Prob. 7.4.5PCh. 7 - Prob. 7.4.6PCh. 7 - Prob. 7.6.1PCh. 7 - Prob. 7.6.2P
Ch. 7 - Prob. 7.6.3PCh. 7 - Prob. 7.6.4PCh. 7 - Prob. 7.6.5PCh. 7 - Prob. 7.6.6PCh. 7 - Prob. 7.7.1PCh. 7 - Prob. 7.7.2PCh. 7 - Prob. 7.7.3PCh. 7 - Prob. 7.8.1PCh. 7 - Determine the adequacy of the hanger connection in...Ch. 7 - Prob. 7.9.1PCh. 7 - Prob. 7.9.2PCh. 7 - Prob. 7.9.3PCh. 7 - Prob. 7.9.4PCh. 7 - Prob. 7.9.5PCh. 7 - Prob. 7.11.1PCh. 7 - Prob. 7.11.2PCh. 7 - Prob. 7.11.3PCh. 7 - Prob. 7.11.4PCh. 7 - Prob. 7.11.5PCh. 7 - Prob. 7.11.6PCh. 7 - Prob. 7.11.7PCh. 7 - Prob. 7.11.8PCh. 7 - Prob. 7.11.9PCh. 7 - Prob. 7.11.10P
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