A36 steel and 3/4 in bolts are used in the bolted splice shown in figure P4.48 . Consider yield, net section rupture, and block shear rupture. a) Determine design strength by LRFD and b) the allowable strength by ASD.
A36 steel and 3/4 in bolts are used in the bolted splice shown in figure P4.48 . Consider yield, net section rupture, and block shear rupture. a) Determine design strength by LRFD and b) the allowable strength by ASD.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A36 steel and 3/4 in bolts are used in the bolted splice shown in figure P4.48 .
Consider yield, net section rupture, and block shear rupture. a) Determine design
strength by LRFD and b) the allowable strength by ASD.
Transcribed Image Text:8 in.
P4.48
THI
in. 3 n. 3 in.
0 0
12
3 in.
in.
in.
1 in.
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