The nine-inch circular plate has fixed edges along the entire
circumference, a center point load of 60 lb, and a uniform pressure
of 120 psi. The plate is modeled with plate elements using quarter
symmetry as shown. Using the coordinate system shown, define the
boundary conditions along each edge by completing the table for
each edge using 0 for a constrained DOF and NZ (not zero) for an
unconstrained DOF. Also, define the correct pressure load and point
load to be used with quarter symmetry model.
![circular plate has fixed edges along the entire circumference, a center point load of 60 Tb, and eressure of 120 psi. The pla](//img.homeworklib.com/images/714f6943-952b-435a-b1a2-c428fd56ffd0.png?x-oss-process=image/resize,w_560)
![Edge A UX UY UZ ROTX : ROTY | ROTZ Edge B ROTX ROTY | ROTZ UZ UX UY Edge C ROTX | ROTY | ROTZ UY UX Symmetry Model Point Load](//img.homeworklib.com/images/d5be4d39-5165-4d43-b100-8b1fef663df6.png?x-oss-process=image/resize,w_560)
Please show all work for each step. Thank You!
circular plate has fixed edges along the entire circumference, a center point load of 60 Tb, and eressure of 120 psi. The plate is modeled with plate elements using quarter symrnetry s he coordinate system shown, define the boundary conditions along each edge by completing the for each edge using 0 for a constrained DoF and NZ (not zero) for an the correct pressure load and point load to be used with the quaner-symmetry unconstrained DOF. Also model. (d point each) EDGE . В EDGE A EDGE C
Edge A UX UY UZ ROTX : ROTY | ROTZ Edge B ROTX ROTY | ROTZ UZ UX UY Edge C ROTX | ROTY | ROTZ UY UX Symmetry Model Point Load - Symmetry Model Pressure Load -
The nine-inch circular plate has fixed edges along the entire circumference, a center point load of 60 lb, and a uniform pressure of 120 psi. The plate is modeled with plate elements using quarter sym...
circular plate has fixed edges along the entire circumference, a center point load of 60 Tb, and eressure of 120 psi. The plate is modeled with plate elements using quarter symrnetry s he coordinate system shown, define the boundary conditions along each edge by completing the for each edge using 0 for a constrained DoF and NZ (not zero) for an the correct pressure load and point load to be used with the quaner-symmetry unconstrained DOF. Also model. (d point each) EDGE . В EDGE A EDGE C