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Ben Carter
FEA Lab 8
10/25/18
Truss, Beam 1 Comparison
Deflections: Point 7 constrained in vertical direction.
Truss Elements Deflections:
Beam Elements Deflections:
Ben Carter
FEA Lab 8
10/25/18
Truss, Beam 1 Comparison
Deflections: Point 7 constrained i

Ben Carter
FEA Lab 7
10/8/13
3-D Truss Model Problem 1
Deflections:
Axial Forces:
Axial Stresses:
Ben Carter
FEA Lab 7
10/8/13
3-D Truss Model Problem 2
Deflections:
Axial Forces:
Axial Stresses:

Ben Carter
FEA Lab 6
9/24/13
Truss Model: Right hand support constrained in y,z directions
Deflections:
Axial Stresses:
Ben Carter
FEA Lab 6
9/24/13
Truss Model: Right hand support constrained in x,z directions
Gravity Applied
Deflections:
Axial Stresses:

Ben Carter
FEA Lab 5
9/24/13
Truss Model with Node 7 allowed to move in X-Direction
Axial Stresses:
Deflections:
Ben Carter
FEA Lab 5
9/24/13
Truss Model with Node 7 allowed to move in Y-Direction
Axial Stresses:
Deflections:
Ben Carter
FEA Lab 5
9/24/13

Ben Carter
bpc4328
FEA Lab 4 Truss Elements
Forces
Ben Carter
bpc4328
FEA Lab 4 Truss Elements
Axial Stresses
Ben Carter
bpc4328
FEA Lab 4 Truss Elements
Displacements
Ben Carter
bpc4328
FEA Lab 4 Truss Elements
Forces
Ben Carter
bpc4328
FEA Lab 4 Truss E

Ben Carter
FEA Lab 3
9/5/13
Crank CAD Model
Ben Carter
FEA Lab 3
9/5/13
Crank CAD Model
Ben Carter
FEA Lab 3
9/5/13
Beam Model (Tower)
Ben Carter
FEA Lab 3
9/5/13
Beam Model (Tower)