3" 5" D=9 k L=27 k 2" 3 @ 3" $" PL 2" W6 x 25
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The bracket connection shown in Figure must support an eccentric load consisting of 9 kips of dead load and 27 kips of live load. The connection was designed to have two vertical rows of four bolts, but one bolt was inadvertently omitted. If 7⁄8inchdiameter Group A bearingtype bolts are used, is the connection adequate? Assume that the bolt threads are in the plane of shear. Use A36 steel for the bracket, A992 steel for the W6 x 25, and perform the following analyses:
(a) elastic analysis,
(b) ultimate strength analysis.
Transcribed Image Text:3"
5"
D=9 k
L=27 k
2"
3 @ 3"
$" PL
2"
W6 x 25
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