Q1. For the truss structure provided on the right hand side, construct the transformed element matrices, the assembled element matrices, the condensed matrix equations for the unknown displacements and forces, and calculate all aforementioned unknowns. -45° 折 B-60° For all members: E-207 GPa, A=5cm² L P-1,000 kN I

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Q1. For the truss structure provided
on the right hand side, construct the
transformed element matrices, the
assembled element matrices, the
condensed matrix equations for the
unknown displacements and forces,
and calculate all aforementioned
unknowns.
-45°
折
B-60°
For all members:
E-207 GPa,
A=5cm²
L
P-1,000 kN
I
Transcribed Image Text:Q1. For the truss structure provided on the right hand side, construct the transformed element matrices, the assembled element matrices, the condensed matrix equations for the unknown displacements and forces, and calculate all aforementioned unknowns. -45° 折 B-60° For all members: E-207 GPa, A=5cm² L P-1,000 kN I
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