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• 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 may be 'allow Rpplied to the rigid beam.

• 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 may be 'allow Rpplied to the rigid beam.

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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This is a Mechanics of Materials Problem. I have been able to find the force at yielding but do not know where to go from there.

• 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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