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13. For a 14-in-wide and 1/2-in-thick plate subject to tensile loading with staggered holes as shown. What is the Ae? A) 5.05 in B) 5.35 in C) 5.75 in² D) 6.65 in 2.00 3,00 4.00 3.00", 2.00" --- mp "O el G N" bolts in 1478 PL

13. For a 14-in-wide and 1/2-in-thick plate subject to tensile loading with staggered holes as shown. What is the Ae? A) 5.05 in B) 5.35 in C) 5.75 in² D) 6.65 in 2.00 3,00 4.00 3.00", 2.00" --- mp "O el G N" bolts in 1478 PL

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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13. For a 14-in-wide and 1/2-in-thick plate subject to tensile loading with staggered holes as shown. What is the Ae? A) 5.05 in B) 5.35 in² C) 5.75 in D) 6.65 in 002 00'E 00'00'E 00'2 Pa MAA 19⁰ the U. Pa G N° boits in
Transcribed Image Text:13. For a 14-in-wide and 1/2-in-thick plate subject to tensile loading with staggered holes as shown. What is the Ae? A) 5.05 in B) 5.35 in² C) 5.75 in D) 6.65 in 002 00'E 00'00'E 00'2 Pa MAA 19⁰ the U. Pa G N° boits in
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