2.0 Actions considered in the calculation 3.0 Materials (0.50p)4.0 Hypothesis combinations (1,00p) 5.0 Manual calculations and efforts (3,00p)(1,00p) 5.1 Beam ISOSTATIC MODEL5.1.1 Predimensional edge for tables according to notes Structures II5.1.2 Dimensioned at bending moment by law of efforts5.1.3 Verification of maximum deformation (preferably by double integration,but also valid for summary equations of prontuary)5.1.4 Verification […]