An and Ae. A 14 in. wide and 2 in. thick plate subject to tensile loading has staggered holes as shown. Compute P 2.00 3.00 4.00 3.00 2.00 ΕΙ T A B C F G S = 2.50 D 3/4" bolts in 13/16" holes 14x12 PL P

Structural Analysis
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Chapter2: Loads On Structures
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An and Ae.
A 14 in. wide and 2 in. thick plate subject to tensile loading has staggered holes as shown. Compute
P
2.00
3.00 4.00 3.00
2.00
ΕΙ
T
A
B
C
F
G
S = 2.50
D
3/4" bolts in
13/16" holes
14x12 PL
P
Transcribed Image Text:An and Ae. A 14 in. wide and 2 in. thick plate subject to tensile loading has staggered holes as shown. Compute P 2.00 3.00 4.00 3.00 2.00 ΕΙ T A B C F G S = 2.50 D 3/4" bolts in 13/16" holes 14x12 PL P
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