P'solution.306796 in P 800 lb material y material P 800.6076 103 psi.306796 y.45.090.0 x.025.040.625 E.973103 psi.0 103 psi.090.444 v.040.03103 psi.
N(a) Stress in rod:.6810 104.22811108 Pa ( /4.030 m)2(b) Stress in link: R 122.8 MPa L 108.5 MPa.
Problem.72 (Continued b) v solution E E 1 v P E 2A 1 v x 2E 1 v 2 xproprietary material.
It is also the tensile force in the steel uminum rod: ( P )a PL Ea solution Aa manual P(0.200 m) (70 109 Pa /4.03 m)2.0420 109PSteel link: ( P )s PL Es As P(0.200) (200 109 Pa.02 m)2.250 109PSetting the total.E.6 106 psi.35 x.P ba 8 lution Shearing force: P lb Area: A (8.For example, z 0 in the case of the thin plate shown.E.6 106 y v x (0.35.0.0625.03125 h 2 G psi G (150 103.03125) 4687.5 manual psi A (3.2.8).36 in2 P A (4687.5.36).0 103.0 kips proprietary material.Problem.80 For the elastomeric bearing in Prob.12 106/F.9 106/fsolution a 3 psiShortening due to P: P a Aa beer (11103.8).8 103 lb P PLb PLa Eb Ab Ea Aa (30.8 103 14) (30.8 103 18) (15 106.4) (10.6 106.8).657 103in. When the steel bars were fabricated, the distance between the centers of the holes that were to fit on the pins was made.5 mm smaller than the 2 m needed.