Q3) Determine the total number of 4-inch, A325 bolts required for the tension splice in Figure. The threads are not in the shear planes. use LRFD. > A36 steel 12" 3" 3" 12" 2 @ 1" t = %" Pp 35 k PL = 86 k t = s". t = "

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q3) Determine the total number of /4-inch, A325 bolts required for the tension splice in Figure. The threads are not in the shear planes. use
LRFD.
A36 steel
14"
3"
3"
12"
2 @ 12"
t = /g"
Рp — 35 k
PL = 86 k
t = /g".
t= "
Transcribed Image Text:Q3) Determine the total number of /4-inch, A325 bolts required for the tension splice in Figure. The threads are not in the shear planes. use LRFD. A36 steel 14" 3" 3" 12" 2 @ 12" t = /g" Рp — 35 k PL = 86 k t = /g". t= "
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