Name Exp.Strain Force[Lb] Force[N] Sg1ustrain] Sg2[ustrain] Sg4[ustrain] Sg6[ustrain] Sg8[ustrain] Neutral axis from top[in] 1.0335 22.5 100...

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Name Exp.Strain Force[Lb] Force[N] Sg1ustrain] Sg2[ustrain] Sg4[ustrain] Sg6[ustrain] Sg8[ustrain] Neutral axis from top[in] 1.0335 22.5 100 -106.6 -73.1 -12.7 22.8 48.7 From bottom [in] 0.4665 45.0 200 -212.1 -145.1 -24.4 45.2 96.9 Mom. of Inertia[in 4] 0.1394 67.4 300 -323.8 -220.8 -38.1 68.5 147.2 Young's Module, E (Ksi) 10000 89.9 400 -432.4 -295.4 -51.3 91.4 193.9 Theoretical p [EI/M] (in) 2067 112.4 500 -540.0 -369.0 -63.9 113.7 244.6 Theoretical [L/p] (rad.) 0.0142 Experimental p [y/] (in) 1914 Theo.Strain Force[Lb] Force[N] Sg1[strain] Sg2[strain] Sg4[ustrain] Sg6[strain] Sg8[ustrain] Experimental 0 [L/p ](rad.) 0.0154 22.5 -100.1 -69.6 -12.4 20.8 45.2 100 45.0 -200.2 -139.2 -24.8 41.7 90.4 200 12 -299.9 -208.5 -37.1 67.4 62.4 135.4 300 = /E 89.9 400 -400.0 -278.1 -49.5 83.2 180.6 12" 112.4 500 -500.1 -347.7 -61.9 104.0 225.8 Exp.Stress Sg1[Ksi] sg2[Ksi] Sg4[Ksi] Sg6[Ksi] Sg8[Ksi] Force[Lb] Force[N] Exp.Defl(8) (in); with Pexp 8 = p[1-cos(0/2)] Def. Dial Gage[in] 5=Faz(3L - 4a)/6E/ 22.5 100 -1.07 -0.73 -0.13 0.23 0.49 45.0 200 -2.12 -1.45 -0.24 0.45 0.97 =E* 67.4 300 -3.24 -2.21 -0.38 0.69 1.47 N 89.9 400 -4.32 -2.95 -0.51 0.91 1.94 Def. at max. load only Max. Def. only 112.4 500 -5.40 -3.69 -0.64 1.14 2.45 0.0565 0.041 Neutral Axis from top [in.] -1.033 -0.719 -0.128 0.215 0.467 TheoStress Sg1[Ksi] sg2[Ksi] Sg4[Ksi] Sg6[Ksi] Sg8[Ksi] Force(Lb] Force[N] Mom.lbin Defl(6) (in) Theo. with p 8= p[1-cos(0/2)] 22.5 100 135 -1.00 -0.70 -0.12 0.21 0.45 =M*y/145.0 200 270 -2.00 -1.39 -0.25 0.42 0.90 67.4 300 404 -3.00 -2.08 -0.37 0.62 1.35 Def. ([in]; Eq1&2 8-Wa(3L -4a)/12EI {(PL)/12E1)*(2L+3L2) Def. by Eq 1 & 2 at max. load only 89.9 400 539 -4.00 -2.78 -0.50 0.83 1.81 Def. at max. load only 112.4 500 674 -5.00 -3.48 -0.62 1.04 2.26 0.0565 PL 0.0389 0.0389 127(21. Name Exp.Strain Force[Lb] Force[N] Sg1ustrain] Sg2[ustrain] Sg4[ustrain] Sg6[ustrain] Sg8[ustrain] Neutral axis from top[in] 1.0335 22.5 100 -106.6 -73.1 -12.7 22.8 48.7 From bottom [in] 0.4665 45.0 200 -212.1 -145.1 -24.4 45.2 96.9 Mom. of Inertia[in 4] 0.1394 67.4 300 -323.8 -220.8 -38.1 68.5 147.2 Young's Module, E (Ksi) 10000 89.9 400 -432.4 -295.4 -51.3 91.4 193.9 Theoretical p [EI/M] (in) 2067 112.4 500 -540.0 -369.0 -63.9 113.7 244.6 Theoretical [L/p] (rad.) 0.0142 Experimental p [y/] (in) 1914 Theo.Strain Force[Lb] Force[N] Sg1[strain] Sg2[strain] Sg4[ustrain] Sg6[strain] Sg8[ustrain] Experimental 0 [L/p ](rad.) 0.0154 22.5 -100.1 -69.6 -12.4 20.8 45.2 100 45.0 -200.2 -139.2 -24.8 41.7 90.4 200 12 -299.9 -208.5 -37.1 67.4 62.4 135.4 300 = /E 89.9 400 -400.0 -278.1 -49.5 83.2 180.6 12" 112.4 500 -500.1 -347.7 -61.9 104.0 225.8 Exp.Stress Sg1[Ksi] sg2[Ksi] Sg4[Ksi] Sg6[Ksi] Sg8[Ksi] Force[Lb] Force[N] Exp.Defl(8) (in); with Pexp 8 = p[1-cos(0/2)] Def. Dial Gage[in] 5=Faz(3L - 4a)/6E/ 22.5 100 -1.07 -0.73 -0.13 0.23 0.49 45.0 200 -2.12 -1.45 -0.24 0.45 0.97 =E* 67.4 300 -3.24 -2.21 -0.38 0.69 1.47 N 89.9 400 -4.32 -2.95 -0.51 0.91 1.94 Def. at max. load only Max. Def. only 112.4 500 -5.40 -3.69 -0.64 1.14 2.45 0.0565 0.041 Neutral Axis from top [in.] -1.033 -0.719 -0.128 0.215 0.467 TheoStress Sg1[Ksi] sg2[Ksi] Sg4[Ksi] Sg6[Ksi] Sg8[Ksi] Force(Lb] Force[N] Mom.lbin Defl(6) (in) Theo. with p 8= p[1-cos(0/2)] 22.5 100 135 -1.00 -0.70 -0.12 0.21 0.45 =M*y/145.0 200 270 -2.00 -1.39 -0.25 0.42 0.90 67.4 300 404 -3.00 -2.08 -0.37 0.62 1.35 Def. ([in]; Eq1&2 8-Wa(3L -4a)/12EI {(PL)/12E1)*(2L+3L2) Def. by Eq 1 & 2 at max. load only 89.9 400 539 -4.00 -2.78 -0.50 0.83 1.81 Def. at max. load only 112.4 500 674 -5.00 -3.48 -0.62 1.04 2.26 0.0565 PL 0.0389 0.0389 127(21.