I). Equilibrium of 3-D Rigid Body
The plate weighs 350 N. Determine the force in each cable (TA TB Tc) if it is suspended in the horizontal plane.
![682_cable.png](https://secure.tutorsglobe.com/CMSImages/682_cable.png)
2). Method of Section
Determine the force in members GE, GC, and BC of the truss shown. Indicate whether the members are in tension or compression.
![672_tension.png](https://secure.tutorsglobe.com/CMSImages/672_tension.png)
3). Shear and Moment Diagram
a). Construct a shear diagram for the beam shown below. b). Construct a bending moment diagram for the beam shown below.
![385_bean B.png](https://secure.tutorsglobe.com/CMSImages/385_bean%20B.png)
4). Friction
a). Determine the minimal horizontal force P that will prevent the 1750-lb crate from slipping down the inclined plane. Usc µs = 0.3
b). Determine the minimal horizontal force P will push the 500-lb crate up the inclined plane. Use vs = 0.2
![1709_push.png](https://secure.tutorsglobe.com/CMSImages/1709_push.png)
5). Moment of Inertia
Determine the moment of inertia (Ix) of the cross section of I-beam shown, with respect to the x axis.
![1652_beam.png](https://secure.tutorsglobe.com/CMSImages/1652_beam.png)