4 Pages

me4354contour_1-5

Course: MEEN 4354, Fall 2008
School: TAMU Kingsville
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Word Count: 330

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Excel Creating Equations to access x and y. x -1 -0.8 -0.6 -0.4 -0.2 0 0.2 0.4 0.6 0.8 1 -1 21 18.84 17.16 15.96 15.24 15 15.24 15.96 17.16 18.84 21 -0.8 16.68 14.52 12.84 11.64 10.92 10.68 10.92 11.64 12.84 14.52 16.68 ex=3+12*x^2+6*y^2 ey=x gamxy=12*x*y+y-14*x x - horizontal, y - vertical -0.6 -0.4 -0.2 13.32 10.92 9.48 11.16 8.76 7.32 9.48 7.08 5.64 8.28 5.88 4.44 7.56 5.16 3.72 7.32 4.92 3.48 7.56 5.16...

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Excel Creating Equations to access x and y. x -1 -0.8 -0.6 -0.4 -0.2 0 0.2 0.4 0.6 0.8 1 -1 21 18.84 17.16 15.96 15.24 15 15.24 15.96 17.16 18.84 21 -0.8 16.68 14.52 12.84 11.64 10.92 10.68 10.92 11.64 12.84 14.52 16.68 ex=3+12*x^2+6*y^2 ey=x gamxy=12*x*y+y-14*x x - horizontal, y - vertical -0.6 -0.4 -0.2 13.32 10.92 9.48 11.16 8.76 7.32 9.48 7.08 5.64 8.28 5.88 4.44 7.56 5.16 3.72 7.32 4.92 3.48 7.56 5.16 3.72 8.28 5.88 4.44 9.48 7.08 5.64 11.16 8.76 7.32 13.32 10.92 9.48 0 9 6.84 5.16 3.96 3.24 3 3.24 3.96 5.16 6.84 9 0.2 9.48 7.32 5.64 4.44 3.72 3.48 3.72 4.44 5.64 7.32 9.48 0.4 10.92 8.76 7.08 5.88 5.16 4.92 5.16 5.88 7.08 8.76 10.92 0.6 13.32 11.16 9.48 8.28 7.56 7.32 7.56 8.28 9.48 11.16 13.32 0.8 16.68 14.52 12.84 11.64 10.92 10.68 10.92 11.64 12.84 14.52 16.68 1 21 18.84 17.16 15.96 15.24 15 15.24 15.96 17.16 18.84 21 x 25 20 15 strain 10 5 0 1 -1 -0.6 0.6 -1 -0.8 -0.6 -0.4 -0.2 0 x 1 0.8 0.6 0.4 0.2 0 x axis 20-25 15-20 10-15 5-10 0-5 -0.2 -0.4 -0.6 -0.8 -1 0.2 0.4 0.6 0.8 1 strain 20-25 15-20 10-15 5-10 0-5 -0.2 0.2 -0.2 0.2 y axis 0.6 1 -1 y axis -0.6 x axis y -1 -0.8 -0.6 -0.4 -0.2 0 0.2 0.4 0.6 0.8 1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -0.8 -0.8 -0.8 -0.8 -0.8 -0.8 -0.8 -0.8 -0.8 -0.8 -0.8 -0.8 ex=3+12*x^2+6*y^2 ey=x gamxy=12*x*y+y-14*x x - horizontal, y - vertical -0.6 -0.4 -0.2 -0.6 -0.4 -0.2 -0.6 -0.4 -0.2 -0.6 -0.4 -0.2 -0.6 -0.4 -0.2 -0.6 -0.4 -0.2 -0.6 -0.4 -0.2 -0.6 -0.4 -0.2 -0.6 -0.4 -0.2 -0.6 -0.4 -0.2 -0.6 -0.4 -0.2 -0.6 -0.4 -0.2 0 0 0 0 0 0 0 0 0 0 0 0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 1 1 1 1 1 1 1 1 1 1 1 1 y 1 0.5 strain 0 -0.5 -1 -1 0.6 1 -0.6 -0.2 0.2 0.2 -0.2 -1 -0.8 -0.6 -0.4 -0.2 0 y axis y 1 0.8 0.6 0.4 0.2 0.5-1 0-0.5 -0.5-0 -1--0.5 0 -0.2 -0.4 -0.6 -0.8 -1 0.2 0.4 0.6 0.8 1 x axis strain 0.5-1 0-0.5 -0.5-0 -1--0.5 0.6 1 -1 y axis -0.6 x axis y -1 -0.8 -0.6 -0.4 -0.2 0 0.2 0.4 0.6 0.8 1 -1 25 22.8 20.6 18.4 16.2 14 11.8 9.6 7.4 5.2 3 -0.8 19.8 18.08 16.36 14.64 12.92 11.2 9.48 7.76 6.04 4.32 2.6 ex=3+12*x^2+6*y^2 ey=x gamxy=12*x*y+y-14*x x - horizontal, y - vertical -0.6 -0.4 -0.2 14.6 9.4 4.2 13.36 8.64 3.92 12.12 7.88 3.64 10.88 7.12 3.36 9.64 6.36 3.08 8.4 5.6 2.8 7.16 4.84 2.52 5.92 4.08 2.24 4.68 3.32 1.96 3.44 2.56 1.68 2.2 1.8 1.4 0 -1 -0.8 -0.6 -0.4 -0.2 0 0.2 0.4 0.6 0.8 1 0.2 -6.2 -...

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TAMU Kingsville - MEEN - 4354
Mia-Mat4 examples from Stanford Upayoff good bad quantity bond stock result good bad newQuantity bond stock bond 60 60 1 2 240 150 2 3 stock 40 10 quantity2 bond stock newResult good bad 140 80 3 4 invpayoff bond stockMEEN 4354 exampleAX=B B 1 2
TAMU Kingsville - MEEN - 4354
PROGRAM FEM1D < BAR ANALYSIS EXAMPLE 3.6, corrected temp NN NE NM NDIM 5 2 2 1 ND NL NCH 2 1 2 NODE# X-COORD 1 0 2 0 3 -4500 4 -3000 5 0 EL# N1 N2 MAT# 1 1 3 1 2 2 4 2 DOF# DISP 3 0 4 0 DOF# LOAD 5 30000 MAT# E Alpha 1 200000 1.20E-05 2 70000 2.30E-0
TAMU Kingsville - MEEN - 4354
< BEAM ANALYSIS > EXAMPLE 8.1 NN NE NM 3 2 1 ND NL NMPC 4 4 0 NODE# X-COORD 1 0 2 1000 3 2000 EL# N1 N2 1 1 2 2 2 3 DOF# Displ. 1 0 2 0 3 0 5 0 DOF# LOAD 3 -6000 4 -1.00E+06 5 -6000 6 1.00E+06 MAT# E 1 200000 B1 I B2 JSolve the ProblemNDIM 1NEN
TAMU Kingsville - MEEN - 4354
<2-D FRAME ANALYSIS > EXAMPLE 8.2 NN NE NM 4 3 1 ND NL NMPC 6 1 0 Node# X Y 1 0 96 2 144 96 3 0 0 4 144 0 Elem# N1 N2 1 2 1 2 3 1 3 4 2 DOF# Displ. 7 0 8 0 9 0 10 0 11 0 12 0 DOF# Load 1 3000 MAT# E 1 3.00E+07 B1 i B2Solve the Problem NDIM 2 NEN 2
TAMU Kingsville - MEEN - 4354
Problem 11.4h := 0.025 Ae := h bb := 0.075rho := 78503Ae = 1.875 10Le := .8i :=bh 123i = 9.766 108Ee := 200 109 12 Ee i 6 Le K1 := 3 Le 12 6 Le 6 Le 4 Le2126 Le 6 Le 22 6 Le 2 Le 6 Le 2 Le2
TAMU Kingsville - MEEN - 4354
Fall 2004 MEEN 4354 Final Project group sign-up sheet Group 1 2 3 4 5 6 7 8 Student 1 HERZIG, ANDREW MENDOZA, VICTOR RUST, CHRISTOPHER LACKEY, STEPHEN ESPINOSA, EDUARDO YBARRA, NICHOLAS LONGORIA, CHRISTEN NIX, KENNETH Student 2 WRANOSKY, JOHN URIBE,
TAMU Kingsville - MEEN - 4354
MEEN 4354 Finite Element Analysis Name_ EXAM 2 SPRING 2001If you are caught cheating you will be given an F for the test, and dropped from the class. Budget a certain amount of time per problem, if you do not finish it, go on to the next problem. S
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PROBLEM SET 07MARC PICKETT I(1) In Marc's casino, I have a game called Mediocre Poker. In this game, I shuffle a deck and (fairly) deal you 5 cards. I take the highest value of your hand and I the pay out one of the following: Pair or less (Nothin
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TAMU Kingsville - MEEN - 4354
x -2 -1.5 -1 -0.9 -0.8 -0.7 -0.6 -0.5 -0.4 -0.3 -0.2 -0.1 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3 3.1 3.2 3.3 3.4 3.5 3.6 3.7f(x) 14 5.5 -1 -2.06 -3.04 -3.94 -4.76 -5.5 -6.
TAMU Kingsville - MEEN - 5314
2D STRESS ANALYSIS USING CST EXAMPLE 5.5 NN NE NM NDIM 4 2 1 2 ND NL NMPC 5 1 0 Node# X Y 1 3 0 2 3 2 4 0 0 Elem# N1 N2 N3 1 4 1 2 2 3 4 2 DOF# Displacement 2 0 5 0 7 0 8 0 DOF# Load 4 -1000 MAT# E Nu Alpha 1 3.00E+07 0.25 1.20E-05 B1 i B2 j B3Solv
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TAMU Kingsville - MEEN - 5314
<2-D FRAME ANALYSIS > EXAMPLE 8.2 NN NE NM 4 3 1 ND NL NMPC 6 1 0 Node# X Y 1 0 96 2 144 96 3 0 0 4 144 0 Elem# N1 N2 1 2 1 3 4 2 DOF# Displ. 7 0 8 0 9 0 11 0 12 0 DOF# Load 1 3000 MAT# E 1 3.00E+07 B1 i B2Solve the Problem NDIM 2 NEN 2 NDN 3 Delet
TAMU Kingsville - MEEN - 5314
x-1 -0.8 -0.6 -0.4 -0.2 0 0.2 0.4 0.6 0.8 1 -1 21 18.84 17.16 15.96 15.24 15 15.24 15.96 17.16 18.84 21 -0.8 16.68 14.52 12.84 11.64 10.92 10.68 10.92 11.64 12.84 14.52 16.68ex=3+12*x^2+6*y^2 ey=x gamxy=12*x*y+y-14*xx - horizontal, y - vertical
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