Calculate all the reactions of the three- dimensional frame and for the node in red the translation about the y-axis, and the rotation about the x-axis. Consider that all the beams are the same, square cross section of 10cm side, E=200GPa and v=0.3 USE THE UNITARY VIRTUAL CHARGING METHOD/ FLEXIBILITIES

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Calculate all the reactions of the three-
dimensional frame and for the node in red
the translation about the y-axis, and the
rotation about the x-axis. Consider that all
the beams are the same, square cross
section of 10cm side, E=200GPa and v=0.3
USE THE UNITARY VIRTUAL CHARGING
METHOD/ FLEXIBILITIES
15 m
10 kN/m
y
30
X
KN
6m
6 m
74
5 kN/m
12 m
Transcribed Image Text:Calculate all the reactions of the three- dimensional frame and for the node in red the translation about the y-axis, and the rotation about the x-axis. Consider that all the beams are the same, square cross section of 10cm side, E=200GPa and v=0.3 USE THE UNITARY VIRTUAL CHARGING METHOD/ FLEXIBILITIES 15 m 10 kN/m y 30 X KN 6m 6 m 74 5 kN/m 12 m
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