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PROBLEM 1:
Compute stiffness terms K(1,1) and K(2,7) of a four node quadrilateral plane stress element using full and reduced numerical integration and Gaussian Quadrature. Assume the following nodal coordinates:
Node 1: X=0.0 Y=0.0Node 2: X=4.0 Y=1.0Node 3: X=2.0 Y=3.0Node 4: X=1.0 Y=2.0
Hint: Do not attempt this by hand. Use Matlab or Excel, or VBExcel. Include your calculation/code sheets.
PROBLEM 2:
Show that the Jacobian is singular
Tacoma Narrows Bridge. Conduct either a qualitive and quantitive risk assessment on this project. Identify the risk factors that you consider most important for the suspension bridge construction. How would you assess the riskiness of this project..
Consider a metal single crystal oriented such that the normal to the slip plane and the slip direction are at angles of 42.1* and 48.9*, respectively, with the tensile axis.
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Plan 2 has a $40/month access fee, unlimited nights and weekends, 750 anytime minutes plus $0.29/minute for minutes over 750, text messages cost $0.05 each, and roaming cost $0.39/minute whenever she leaves the state.
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