En utilisant la méthode des forces, on vous demande de tracer le diagramme du moment fléchissant du semi-portique suivant. 6 m 40 kN/m B 21 E=constant 120 kN-m DH I 4 m 4 m E=200GPa et I-500(106) mm4
En utilisant la méthode des forces, on vous demande de tracer le diagramme du moment fléchissant du semi-portique suivant. 6 m 40 kN/m B 21 E=constant 120 kN-m DH I 4 m 4 m E=200GPa et I-500(106) mm4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:En utilisant la méthode des forces, on vous demande de tracer le diagramme du moment fléchissant du
semi-portique suivant.
6 m
40
kN/m
B
21
E=constant
120 kN-m
DH
I
4 m
4 m
E=200GPa et I-500(106) mm4
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