| | - Use
0.3 lbf/in3 for the specific weight of steel.
- Show your work
(e.g., include a printout from FOURBAR or MathCAD) for your complete kinematics
analysis.
- θ3=10.1°, Ω3=-41.6
rad/sec, α3=-336 rad/sec2
- θ4=113°,
Ω4=26.3 rad/sec, α4=2964
rad/sec2
- For link 3, use: m3 = 0.038 slug, RCG3
= 3.977 in, ΔCG3 = 38.199°, IG3
= 0.467 slug in2. You are not required to show work for these quantities.
- aG3x
= -8636 in/sec2, aG3y = -12210 in/sec2
- If
using MathCAD (which is what I recommend), the most proper way to deal with units
in matrix equation 11.9, is to divide each element in rows 3, 6, and 9 of the
matrix equation (both sides) by your length unit (e.g., "in") because
these rows represent torque equations that have different units (in-lbf) than
the other equations which involve force (with units of lbf). Then, after solving
the matrix equation, you would have to multiply the 9th element in your results
vector by the same unit (in) to get the desired quantity (T12).
- T12 = 23 ft lbf
- Calculate the resultant force in each
joint.
- F12 = 58.0 lbf, F32 = 60.7 lbf, F43
= 105 lbf, F14 = 109 lbf
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