Metāla konstrukcijas

Gadījums
w_e=c_e (z_e )∙q_b∙c_pe=2.1∙0.28∙0=0.000 kPa
w_(e,l,k)=w_e∙B=0.000∙6=0.000 kN/m
w_(e,l,d)=w_(e,l,k)∙γ_F=0.000∙1.5=0.000 kN/m
Gadījums
w_e=c_e (z_e )∙q_b∙c_pe=2.1∙0.28∙ -1.2=-0.705 kPa
w_(e,l,k)=w_e∙B=-0.705∙6=-4.230 kN/m
w_(e,l,d)=w_(e,l,k)∙γ_F=-4.230∙1.5=-6.345 kN/m
Zona B:
w_e=c_e (z_e )∙q_b∙c_pe=2.1∙0.28∙(-0.9)=-0.529 kPa
w_(e,l,k)=w_e∙B=-0.529∙6=-3.174 kN/m
w_(e,l,d)=w_(e,l,k)∙γ_F=-3.174∙1.5=-4.761 kN/m

Zona C:
w_e=c_e (z_e )∙q_b∙c_pe=2.1∙0.28∙(-0.4)=-0.235 kPa
w_(e,l,k)=w_e∙B=-0.235∙6=-1.410 kN/m
w_(e,l,d)=w_(e,l,k)∙γ_F=-1.410∙1.5=-2.115 kN/m

…