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Label the nodes and the elements in the figure with appropriate node and element numbers. Compute the local stiffness matrix and load vector for each element Assemble the global stiffness matrix and load vector. State the boundary conditions, apply them, and solve the reduced system to obtain the DOF solution Compute reactions at the supports Evaluate the deflection occurring at the midpoint of the 2nd portion of the beam (point C).

Label the nodes and the elements in the figure with appropriate node and element numbers. Compute the local stiffness matrix and load vector for each element Assemble the global stiffness matrix and load vector. State the boundary conditions, apply them, and solve the reduced system to obtain the DOF solution Compute reactions at the supports Evaluate the deflection occurring at the midpoint of the 2nd portion of the beam (point C).

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Label the nodes and the elements in the figure with appropriate node and element numbers.

Compute the local stiffness matrix and load vector for each element

Assemble the global stiffness matrix and load vector.

State the boundary conditions, apply them, and solve the reduced system to obtain the DOF solution

Compute reactions at the supports

Evaluate the deflection occurring at the midpoint of the 2nd portion of the beam (point C).

Consider the beam shown below. The stiffness of the material is 200 GPa. The 2nd moment of inertia of the beam cross section is 128 x 106 mm4. A -1.8 m- 3 kN/m C 0.9 m 0.9 m 6.2 kN -1.8 m B
Transcribed Image Text:Consider the beam shown below. The stiffness of the material is 200 GPa. The 2nd moment of inertia of the beam cross section is 128 x 106 mm4. A -1.8 m- 3 kN/m C 0.9 m 0.9 m 6.2 kN -1.8 m B
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