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36 ksi, and the bondi r of safety of 3.60 is desired when P = 2.5 kips. ss the following: entify three potential failure modes for the complete system. For each mode develop a mode of failure. you where required choose dimensions for the plate ("a" and "b"), how would you size t or one of the failure modes identified above, perform an analysis to determine adequate b") to support the required load of 2.5 kips with the established factor of safety.

36 ksi, and the bondi r of safety of 3.60 is desired when P = 2.5 kips. ss the following: entify three potential failure modes for the complete system. For each mode develop a mode of failure. you where required choose dimensions for the plate ("a" and "b"), how would you size t or one of the failure modes identified above, perform an analysis to determine adequate b") to support the required load of 2.5 kips with the established factor of safety.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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A steel plate 5/16 in. thick is embedded in a horizontal concrete slab and is used to anchor a high-strength vertical cable as shown in the figure below. The diameter of the hole in the plate is 0.75-inches, the ultimate strength of the steel used is 36 ksi, and the ultimate bonding stress between the steel plate and concrete is 300 psi. The designers considered a factor of safety of 3.60 is desired when P = 2.5 kips. Address the following: (a) Identify three potential failure modes for the complete system. For each mode develop a sketch which idealizes the mode of failure. (b) If you where required choose dimensions for the plate ("a" and "b"), how would you size these dimensions? (c) For one of the failure modes identified above, perform an analysis to determine adequate plate dimensions ("a" and "b") to support the required load of 2.5 kips with the established factor of safety. in. AP Sl 4 in.
Transcribed Image Text:A steel plate 5/16 in. thick is embedded in a horizontal concrete slab and is used to anchor a high-strength vertical cable as shown in the figure below. The diameter of the hole in the plate is 0.75-inches, the ultimate strength of the steel used is 36 ksi, and the ultimate bonding stress between the steel plate and concrete is 300 psi. The designers considered a factor of safety of 3.60 is desired when P = 2.5 kips. Address the following: (a) Identify three potential failure modes for the complete system. For each mode develop a sketch which idealizes the mode of failure. (b) If you where required choose dimensions for the plate ("a" and "b"), how would you size these dimensions? (c) For one of the failure modes identified above, perform an analysis to determine adequate plate dimensions ("a" and "b") to support the required load of 2.5 kips with the established factor of safety. in. AP Sl 4 in.
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