Calculul incarcarilor la nivelul planseului de beton armat in SLU

γtencuiala 1900daN

m3:= btenc 0.02m:= gtenc γtencuiala btenc⋅:= gtenc 38

daN

m2=

γBA 2500daN

m3:= bBA 0.13m:= gBA γBA bBA⋅:= gBA 325

daN

m2=

γmortar 1900daN

m3:= bsapa 0.08m:= gsapa γmortar bsapa⋅:= gsapa 152

daN

m2=

γpiatra 2800daN

m3:= bmortar_adeziv 0.012m:= gmortar_adeziv γmortar bmortar_adeziv⋅:=

gmortar_adeziv 22.8daN

m2=

bgresie 0.008m:= ggresie γpiatra bgresie⋅:=

ggresie 22.4daN

m2=

qutil 150daN

m2:=

qtotal_SLU 1.35 gtenc gBA+ gsapa+ gmortar_adeziv+ ggresie+( )⋅ 1.5 qutil⋅+:=

qtotal_SLU 981.27daN

m2=