SBr2O - - ; H4P2O7 NH4Br - ; P2O74 N2O - ; ReO4 Pb(N3)2 - (II); SO32 NO2 - ; HSO3 H2SO4 K2O2 - SO42 CuSO4 - (II) SO4 PCl3 - H2S2O7 LaCl3 - (III) S2O72 - H2S2O6(O2) H2F+ - S2O6(O2)2 C22- - H2SO3S SO3S2 H3O+ - H2SeO3 CN- - SeO32 H3S+ - H2SeO4 CNO- - SeO42 NH4+ - Ca3(PO4)2- HF2- - Ca(H2PO4)2- N2H5+ - (1+) CaHPO4- HO2- - CuCO3- (II) N2H6+ - (2+) Cu2CO3(OH)2- - La(NO3)3- (III) Ti(NO3)2O- - H2SiO3 SiO32 H4SiO4 SiO44 H2TeO3 TeO32 H2TeO4 TeO42 H6TeO6 TeO66 VO3 VO43 WO43 IO42 (2 ) SO22 (IV) MoO32 (IV) TeO52 (IV) PoO32 (IV) XeO64 (VIII) NaOH Ba(OH)2 KOH La(OH)3 (III) KAl(SO4)2- -
1 + m ,d tan α + m ,d tan 2 α 1.5 fv ,d fc ,90 ,d PUITKONSTRUKTSIOONID –ABIMATERJAL 62/106 Georg Kodi TALLINNA TEHNIKAÜLIKOOL ehitiste projekteerimise instituut Ohtliku ristlõike määramine: Tala läbipainde leidmine: Mmax ⋅ l2 b ⋅ h3s Paindedeformatsioon: um,inst = k m ⋅ Is = 9,6 ⋅ E 0 ,mean ⋅ Is 12 1,2 ⋅ Mmax Nihkedeformatsioon: u v ,inst = k v ⋅ A s = b ⋅ hs G0 ,mean ⋅ A s
annaabi.ee 
