Perpendicular section capacity:
$Przek$
Section location: a=$Odpocz$ m, b=$Odkon$ m,
Profile is verified as concrete.
Analysis strenght:
compression: Rbb=$R_bb$ MPa, tensile: Rbz=$R_bz$ MPa,
Analysis forces:
M=$M_o$ kNm, (*USO N=$N_o$ kN, (e =ôM/Nô= $We_$ m)*)
Geometrical values: [m]:
Fbc=$F_bc$ m2, (*F_bz Fbr=$F_bz$ m2,*)
h=$W_h$, ebc=$Webc_$, (*Fbz ebz=$Webz_$,*)
Statical values:
Nbc= $WNbc_$ kN, Mbc= Nbc ebc = $WNbc_$×(*eb<0 (*)$Webc_$(*eb<0 )*) = $WMbc_$ kNm,
(*F_bz Nbz= $Nbz_$ kN, Ma= Nbz ebz = $Nbz_$×(*ea<0 (*)$Webz_$(*ea<0 )*) = $WMbz_$ kNm,
*)Limit state capacity conditions
(*USO Ngr=ôNbc+Nbzô = ô$SUMN$ô= (*WN> $WSGN$*|*$WSGN$*) = ôNô,
*)Mgr=ôMbc+Mbzô = ô$SUMM$ô= (*WN> $WSGM$*|*$WSGM$*) = ôMô
misiak10-1985