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Calculer les torseurs de cohésion de la poutre encastrée de longueur 4m suivante.
Nx = 0KN ; Ty = -10.(4-x) KN ; Mfz = -10.(4-x).(4-x) KNm
Nx = -1 KN ; Ty = -10.(4-x) KN ; Mfz = -10.(4-x).(4-x) KNm
Nx = -1 KN ; Ty = -40 KN ; Mfz = -80 KNm
Nx = -1 KN ; Ty = -10.(4-x) KN ; Mfz = -10.(4-x).(4-x)/2 KNm
Nx = 0 ; Ty = -10 KN ; Mfz = -80 KNm
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