Hm... Sakykim buvo 600kg/m^2. Del 36metu numetam puse - lieka 300 (visiskai is lempos). Betonas ~120kg/m^2. Sakykim su apstatymu vietom iki 200kg/m^2 gaunas... :/ O bet taciau - del idomumo: kazkokie budai teoriniai turetu but paskaiciavimui tokiu dalyku nusidevejimo? R. On 2011-07-18 19:12:34 +0300, Guliu Rukau said: > ir tai buvo tu ploksciu jaunysteje jeigu ka, manau armatura jau bus > korozijos paesta, tai sakyciau atsargiai su skaiciais. > > "Statybininks" <ertetet@dfgdg.lt> wrote in message > news:j01drk$uli$1@trimpas.omnitel.net... >> kai dejau G/B plokstes specifikacijoj parasyta, kad laiko 800kg/m2 >> apkrova apkrovos plokstes >> >> bet architektas teigia kad seniau dedavo 600kg/m2 >> >> >> "Aladdin" <rimvydas@rimvydas.info> wrote in message >> news:j00f6s$ckv$1@trimpas.omnitel.net... >>> Standartine perdangos plokste atlaiko berods 640kg i kvadratini metra, >>> gali pasiskaiciuoti - verta ar ne. >>> >>> On 2011.07.15 21:53, eMeR wrote: >>> >>>> Tai iðvada? Geriau nereikia? >>>> >>> >>> __________ Information from ESET Smart Security, version of virus >>> signature database 6304 (20110718) __________ >>> >>> The message was checked by ESET Smart Security. >>> >>> http://www.eset.com >>> >>> >>> >> >> >> >> __________ Information from ESET Smart Security, version of virus >> signature database 6304 (20110718) __________ >> >> The message was checked by ESET Smart Security. >> >> http://www.eset.com