Figure 2. Road Sign Assembly A diamond shape road sign is 0.25 in thick, which is supported by 2 bars, each bar is 5 feet long. A 1000lb weight is placed on top of the sign as shown in the figure. Apply symmetric B.C. and perform FEA for the road sign. a) Determine the local stiffness matrix for the bar. (A - 10 in2 and E 6e3 psi) b) Determine the stiffness matrix for the 2D triangular element. (v-0.3 and E 6e3 psi) c) Set up Global stiffness matrix and apply B.C. d) How much does the weight sink? e) Evaluate axial stress on each bar

Algebra and Trigonometry (MindTap Course List)
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Author:James Stewart, Lothar Redlin, Saleem Watson
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Chapter11: Matrices And Determinants
Section11.FOM: Focus On Modeling: Computer Graphics
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Part C D E

Question 2:
1000 Ib
(0,60)
(30,30)
5ft
3.
(0,0)
Figure 2. Road Sign Assembly
A diamond shape road sign is 0.25 in thick, which is supported by 2 bars, each bar is 5 feet long. A
1000lb weight is placed on top of the sign as shown in the figure. Apply symmetric B.C. and perform
FEA for the road sign.
a) Determine the local stiffness matrix for the bar. (A- 10 in2 and E = 6e3 psi)
b) Determine the stiffiness matrix for the 2D triangular element. (v=0.3 and E =6e3 psi)
c) Set up Global stiffness matrix and apply B.C.
d) How much does the weight sink?
e) Evaluate axial stress on each bar
Transcribed Image Text:Question 2: 1000 Ib (0,60) (30,30) 5ft 3. (0,0) Figure 2. Road Sign Assembly A diamond shape road sign is 0.25 in thick, which is supported by 2 bars, each bar is 5 feet long. A 1000lb weight is placed on top of the sign as shown in the figure. Apply symmetric B.C. and perform FEA for the road sign. a) Determine the local stiffness matrix for the bar. (A- 10 in2 and E = 6e3 psi) b) Determine the stiffiness matrix for the 2D triangular element. (v=0.3 and E =6e3 psi) c) Set up Global stiffness matrix and apply B.C. d) How much does the weight sink? e) Evaluate axial stress on each bar
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