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C BCD: Rigid structure a =5.0 ft b= 4.7 Pt c=3.2 ft d= 1.5 Pt e = 3o tier rod B P • Tie rod Ac is attached a at A and C with Pins at A, B, nd C all have a diameter of 0.75 in. double shear pin Connections. B" Single All pins have ultimate shear strengthof 78Ksi Shear tie rod has a diameter of o.87S in, md a gield strength (ultimate strength herein) of 43 ksi. For an overal Factor of safty of 1.5 in the structure, determine the allowable load Plo that may be 'allow applied to the rigid beam.

C BCD: Rigid structure a =5.0 ft b= 4.7 Pt c=3.2 ft d= 1.5 Pt e = 3o tier rod B P • Tie rod Ac is attached a at A and C with Pins at A, B, nd C all have a diameter of 0.75 in. double shear pin Connections. B" Single All pins have ultimate shear strengthof 78Ksi Shear tie rod has a diameter of o.87S in, md a gield strength (ultimate strength herein) of 43 ksi. For an overal Factor of safty of 1.5 in the structure, determine the allowable load Plo that may be 'allow applied to the rigid beam.

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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This is a mechanics of materials question that I am not sure how to start.

• BCD: Rigid structure a =5.0 ft b=4.7 Pt c= 3.2 ft d= 1.5 ft e = 3° tier rod B • Tie rod Ac is attached a at A and C with » Pins at A, B, nd C all have a diameter of 0.75 in. double shear pin connections. B Single • All pins have ultimate shear strength of 78 Ksi Shear • tie rod has a diameter of o.875 in, nd a gield strength (ultimate strength herein) of 43 ksi. For an overal Factor of safty of 1.5 in the structure, determine the allowable load P that 'allow may be applied to the rigid beam.
Transcribed Image Text:• BCD: Rigid structure a =5.0 ft b=4.7 Pt c= 3.2 ft d= 1.5 ft e = 3° tier rod B • Tie rod Ac is attached a at A and C with » Pins at A, B, nd C all have a diameter of 0.75 in. double shear pin connections. B Single • All pins have ultimate shear strength of 78 Ksi Shear • tie rod has a diameter of o.875 in, nd a gield strength (ultimate strength herein) of 43 ksi. For an overal Factor of safty of 1.5 in the structure, determine the allowable load P that 'allow may be applied to the rigid beam.
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