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Definitions
  • Particle: An object with negligible size (not necessarily negligible mass) – so all forces act at a single point
  • Body: An object with non-negligible size – meaning we have to consider the effect of moments
  • Equilibrium: When an object has no tendency to translate or rotate
  • Loading on a body: All forces and couple moments acting on a body including distributed loads, but excluding reaction forces.








In the first section of the course, we will be mainly focusing on particle equilibrium, or the equilibrium of a single point in space. The general equation for equilibrium is:

ΣF=0\Sigma \vec{F}^{\,} =0
This is a vector equation

ΣFx=0\Sigma F_x=0
ΣFy=0\Sigma F_y=0
ΣFz=0\Sigma F_z=0
If a particle is not in equilibrium, then the resultant force can be represented as a summation of all forces acting on the particle.

FR=ΣF=ΣFxi+ΣFyj+ΣFzk\vec{F_R}^{\,}=\Sigma \vec{F}^{\,}=\Sigma F_xi+\Sigma F_yj+\Sigma F_zk

Before dealing with forces, we will first consider the Free Body Diagram (FBD).

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If the tension in BC is 500N, determine the tension in BD and AB, and determine
the stretch in the spring.





Solution:


ΣFy=0\Sigma F_y=0
500 sin45FBDsin36.9=0500\ \sin45-F_{BD}\sin36.9=0
FBD=589NF_{BD}=589N

Fs=kΔlF_s=k\Delta l ΣFx=0\Sigma{F}_x=0
Δl=Fsk=825N800 N/m\Delta l=\frac{F_s}{k}=\frac{825N}{800\ N/m} 500cos45+589cos36.9=Fs500cos45+589cos36.9=F_s
Δl=1.03m\Delta l=1.03m Fs=825NF_s=825N
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Determine the mass of A needed to hold the system at equilibrium.




Solution:
TBC=40g=392.4 NT_{BC}=40g=392.4\ N

ΣFy=0\Sigma{F}_y=0
392.4sin30TAE=0392.4sin30-T_{AE}=0
TAE=196.2NT_{AE}=196.2N
TAE=MAgT_{AE}=M_Ag
196.2N=MA(9.81m/S2)196.2N=M_A(9.81m/S2)
MA=20kgM_A=20kg
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If l = 3ft, determine the tension each cable.