See Figure (1) below. A 14 in. wide and 2 in. thick plate subject to tensile loading has staggered holes as shown. Compute An and Ae. 3.00 4.00 3.00 2.00 A F G S=2.50 % bolts in 1%*holes 14x PL 2.00
See Figure (1) below. A 14 in. wide and 2 in. thick plate subject to tensile loading has staggered holes as shown. Compute An and Ae. 3.00 4.00 3.00 2.00 A F G S=2.50 % bolts in 1%*holes 14x PL 2.00
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:See Figure (1) below. A 14 in. wide and 2 in. thick plate subject to tensile loading has staggered holes as shown. Compute
An and Ae.
3.00 4.00 3.00
2.00
A
F
G
S=2.50
% bolts in
1%*holes
14x PL
2.00
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