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1188_Mechanics Homework Mechanics of Materials Solution

1188_Mechanics Homework Mechanics of Materials Solution -...

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Unformatted text preview: PROBLEM 9.C3 CONTINUED PROGRAM OUT PUT X m .00 .10 .20 .30 .40 .50 .60 .70 .80 .90 1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 2.10 2.20 2.30 2.40 X m .00 .10 .20 .30 .40 .50 .60 .70 .80 .90 1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 2.10 2.20 2.30 Problem 9.C3 At A: Force Slope (a) a = 0.6 m radians At A: Force = 43.2 kN Couple = —90.7 kN°m deflection m .000000 —.000905 -.001762 -.002567 -.003318 -.004009 -.004638 ".005202 -.005703 -.006145 -.006533 —.006868 -.007156 -.007399 —.007602 “.007769 -.007902 -.008006 -.008083 -.008139 —.008177 -.008199 -.008211 -.008215 -.008216 Problem 9.C3 (b) a = = 0.0 kN Couple = ~51.8 kNom Slope radians .000000 -.000529 —.001055 —.001574 -.002081 -.002574 ".003048 -.003500 —.003926 -.004323 ~.004687 -.005014 -.005301 -.005544 ~.005747 -.005913 -.006047 —.006150 F.006228 *.006284 -.006321 -.006344 ".006356 -.006360 -.006361 1.2 .000000 —.000046 -.000179 -.000396 -.000691 -.001058 —.001491 -.001983 -.002529 -.003122 -.003756 —.004427 -.005128 -.005856 -.006607 -.007376 -.008160 -.008955 -.009760 —.010571 “.011387 -.012206 -.013027 —.013848 ".014669 deflection m .000000 -.000026 ".000106 —.000237 -.000420 -.000653 —.000934 -.001262 -.001633 -.002046 -.002497 -.002982 -.003498 -.004041 -.004606 -.005189 -.005787 -.006398 —.007017 -.007642 —.008273 ".008906 —.009541 -.010177 -.010813 CONTINUED ...
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