Taking left part (A to hinge C at beam middle): Length of beam part = 3 m. Distributed load on left part = q*3 = 24 kN at mid-length of this part (1.5 m from A, 1.5 m from C). P = 15 kN at 2 m from A (so 1 m from C toward A). Column height = 4 m, but horizontal force F = 10 kN at 2 m from A.
Avant de passer aux structures complexes (hyperstatiques), il est crucial de comprendre comment les charges (poids propre, vent, neige) transitent à travers une structure simple. Savoir résoudre un exercice de portique permet de : Calculer les . exercice corrige portique isostatique pdf