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[{"$nulls":8},"Désignation",null,null,"Valeurs",null,null,"Unités"]
[]
[{"$nulls":6},"Hauteur d'application de l'effort L : ",{"$nulls":4},{"v":6,"d":"6.00"},null,null,"m"]
[{"$nulls":6},"Force appliquée F :",{"$nulls":4},312.88,null,null,"N"]
[{"$nulls":6},"Hauteur du massif h :",{"$nulls":4},{"v":0.5,"d":"0.50"},null,null,"m"]
[{"$nulls":6},"Coté du massif c :",{"$nulls":4},{"v":0.5,"d":"0.50"},null,null,"m"]
[{"$nulls":6},"Poids du mât p :",{"$nulls":4},{"v":63,"d":"63.00"},null,null,"kg"]
[{"$nulls":6},"Pression fond de fouille q :",{"$nulls":4},{"v":200000,"d":"200000.00"},null,null,"N/m²"]
[{"$nulls":6},"Effort tranchant T : ",{"$nulls":4},445.25,null,null,"N"]
[{"$nulls":6},"Poids du massif P :",{"$nulls":4},{"v":300,"d":"300.00"},null,null,"kg"]
[{"$nulls":6},"Charge verticale totale N :",{"$nulls":4},3561.03,null,null,"N"]
[{"$nulls":6},"Moment de flexion au pied M :",{"$nulls":4},1877.28,null,null,"N.m"]
[]
[{"$nulls":6},"Moment de stabilité Ms : ",{"$nulls":4},{"v":5085.82201435415,"d":"5085.82"},null,null,"N.m"]
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[{"$nulls":6},"Moment de renversement Mr : ",{"$nulls":4},{"v":2099.9049999999997,"d":"2099.91"},null,null,"N.m"]
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[{"$nulls":6},"Moment de stabilité Ms  ",{"$nulls":3},">","Moment de renversement Mr"]
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[{"$nulls":6},"Validation du massif :",{"$nulls":4},"Validé"]
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[{"$nulls":6},"Coef. De securité :",{"$nulls":4},{"v":2.421929570315872,"d":"2.42"}]
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[{"$nulls":7},"Récap. Massif :",{"$nulls":3},"Conclusion :"]
[]
[{"$nulls":11},"OK"]
[{"$nulls":7},"c=",0.5]
[]
[{"$nulls":8},"h=",0.5]

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