01011cam0-2200349---450-99000417888040332120100210101903.084-7039-517-3000417888FED01000417888(Aleph)000417888FED0100041788819990604d1988----km-y0itay50------baspaESa-------001by<<La >>esfinge<<La>> vendaFedrateatroMiguel de Unamunoedición, introducción y notas de José PaulinoMadridCastalia1988234 p.ill.18 cmClásicos Castalia169862.62Unamuno,Miguel de<1864-1936>156134Paulino,José<1945- >ITUNINARICAUNIMARCBK990004178880403321868.62 UNAM 30(1)Dip.f.m.8007FLFBCFLFBCFedra102445Venda102444Esfinge102443UNINA01748oam 2200517 450 991071710890332120220222135647.0(CKB)5470000002529131(OCoLC)1158388794(EXLCZ)99547000000252913120200615d1940 ua 0engurbn|||||||||txtrdacontentcrdamediacrrdacarrierStress distribution in and equivalent width of flanges of wide, thin-wall steel beams /by George WinterWashington, [D.C.] :National Advisory Committee for Aeronautics,1940.1 online resource (22 pages, 4 unnumbered pages) illustrationsTechnical note / National Advisory Committee for Aeronautics ;no. 784"November 1940."No Federal Depository Library Program (FDLP) item number.Includes bibliographical references (page 22).Steel I-beamsFlangesStrains and stressesFlangesfastSteel I-beamsfastStrains and stressesfastSteel I-beams.Flanges.Strains and stresses.Flanges.Steel I-beams.Strains and stresses.Winter George1907-20620United States.National Advisory Committee for Aeronautics,TRAALTRAALOCLCOOCLCFGPOBOOK9910717108903321Stress distribution in and equivalent width of flanges of wide, thin-wall steel beams3438950UNINA