LET OP: afgeknotte ontwerpwaarden van IMd (170, 250, 300) in N/mm2

Gewicht vakwerk S

Invoer

Belasting= [kN/m2]
Hoogte vakwerk = /= NAN [m]
Hart-op-hart afstand= [m]
Overspanning= [m]

Randstaaf

q_d= 0 [kN/m1]
M_d= 0 [kNm]
F_r = NAN [kN]
A_rmin= NAN [mm2]
G_Rminimaal= NAN [kg/m1]

Wandstaaf

F_w= 0 [kN]
A_wmin= NAN [mm2]
G_Wminimaal = NAN [kg/m1]
G_totaal = NAN [kg/m1]