Solid mechanics problem (pretty much a static problem)

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SUMMARY

The discussion focuses on solving a static mechanics problem involving a pin-jointed truss ACE used in a cable-hoist system. The key parameters include a cargo weight of 1500 lbs and the need to determine reactions at pin supports A and E, as well as axial forces in members AB (F1), AD (F2), and DE (F3). The basic statics equilibrium equations, specifically the sum of forces in the x and y directions and the sum of moments, are essential for solving the problem. A suggestion was made to resolve the tension force into its components to facilitate the calculation of moments.

PREREQUISITES
  • Understanding of static equilibrium equations in mechanics
  • Familiarity with pin-jointed truss analysis
  • Knowledge of force resolution into components
  • Experience with moment calculations in static systems
NEXT STEPS
  • Study the principles of static equilibrium in truss systems
  • Learn how to resolve forces into components for truss analysis
  • Practice calculating moments about various points in static structures
  • Explore examples of pin-jointed trusses in engineering applications
USEFUL FOR

Students studying static mechanics, civil and mechanical engineers, and anyone involved in structural analysis and design of truss systems.

DyslexicHobo
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Homework Statement


A pin-jointed truss ACE is part of a cable-hoist system that is used to lift cargo boxes, as shown in Fig P1.4-5. The cable from the lift motor to the cargo sling passes over a 6-in pulley that is supported by a frictionless pin at C. The weight of the cargo box being lifted is 1500 b. Neglecting the weight of the cables, determine the reactions at the pin supports at A and E, and determine the axial force in each of the following members: F1 (in member AB), F2(in member AD), and F3 (in member DE). Explain the answer you got for the value of F2.


Homework Equations


Pretty much all the basic statics equilibrium equations. (Sum of F_x=0, F_y=0, M_z=0)


The Attempt at a Solution


I drew up a picture, but the main problem I'm having is how to deal with the sum of the moments. It's been a while since I've done any statics problems, so I'm unsure of how to incorporate the moment that the tension in the cable causes. I think I can find out everything else the question asks once I get past this small hurdle.
 

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DyslexicHobo: Preferably reverse the direction of reaction force Ft in your diagram, if you wish. You know the magnitude of Ft is equal to the cable tension, right? And you know the direction of Ft. Resolve Ft into components Ftx and Fty. You know reaction force Fe is collinear with member DE, right? Resolve Fe into components Fex and Fey. Now sum moments about any point you wish.
 

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