imbinari

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Imbinare: Gr. HEA500 cu S Caracteristici si dispunere Buloane. SURUB A Grupa M30 30 707 10.9 1000 900 453 M18 18 254 10.9 1000 900 163 M20 20 314 10.9 1000 900 201 M22 22 380 10.9 1000 900 243 M24 24 452 10.9 1000 900 290 M30 30 707 10.9 1000 900 453 2.5 spunerea suruburilo 0.9 0,89*A 66 1.25 90 0.5 36 0.4 45 0.48 25 Verificare scaun de rezemare: 260 0.9 25 1.25 100 442 9 267 307.83 licitari imbinare St. 2HEB800 cu Gr. HEA5 1207 kNm 1392.23 kN dsurub fub fyb Ft,Rd k 1 = k2= AS= p 1 =2,2d 0 = γM2= p2=3d0= αv= e1=1,2d0= (int) ab= e2=1,5d0= (ext) ab= tflansa= lscaun= βw= t scaun = γ M2 = hscaun= l s = as= fvw,d= ls (nec)= MED=Mpl,Rd (HEA500)= VED=Vpl,Rd (HEA500)=

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excel imbinare grinda stalp

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Imbinare grinda-stalpImbinare: Gr. HEA500 cu St. 2HEB800Caracteristici si dispunere Buloane.Nmax BulonSURUBdsurubAGrupafubfybFt,RdFv,Rd(int) Fb,Rd(ext) Fb,Rdnv=2M303070710.91000900453283312377M181825410.91000900163102187226h1=606M202031410.91000900201126208251h2=0M222238010.91000900243152229276h3=454M242445210.91000900290181250302h4=342M303070710.91000900453283312377h5=272k1=2.5Dispunerea suruburilor:M27d0=30h6=202k2= 0.9h7=132AS=0,89*Ap1=2,2d0=66h8=62M2=1.25p2=3d0=90v=0.5e1=1,2d0=36(int) ab=0.4e2=1,5d0=45(ext) ab=0.48Nmax=442.5621874894tflansa=25Verificare scaun de rezemare:lscaun=260w=0.9tscaun=25M2=1.25hscaun=100ls=442as=9fvw,d=267ls (nec)=307.8339160839Solicitari imbinare St. 2HEB800 cu Gr. HEA500MED=Mpl,Rd (HEA500)=1207kNmVED=Vpl,Rd (HEA500)=1392.2329364015kN
Imbinare cv TV193.7x25Contravantuire Teava 193.7x25Predimensionare bolt:Geometrie imbinare:Determinarea momentului efectiv in bolt.Sectiune CV:Asectiune=13250t(propus)=30FED=Nt,Rd=4276.1363636364a(min)=230.42Diagrama moment incovoietor:Fv,ED=2138.0681818182c(min)=150.42dnec=104.4608742928d=120Dimensiuni finale:Verificare bolt:d=120Fv,Rd=2821.4784t=30Fb,Rd=1742.7272727273a=230MRd=120.23c=150R(combinata)=0.7640473927t2=30MEd=52.38Calcul cordoane de sudura:as=10mmfvw,d=267N/mm2ls (nec)=421mmls=450mm
Imbinare cv TV193.7x20Contravantuire Teava 193.7x16Predimensionare bolt:Geometrie imbinare:Determinarea momentului efectiv in bolt.Sectiune CV:Asectiune=13250t(propus)=30FED=Nt,Rd=4276.1363636364a(min)=230.42Diagrama moment incovoietor:Fv,ED=2138.0681818182c(min)=150.42dnec=104.4608742928d=120Dimensiuni finale:Verificare bolt:d=120Fv,Rd=2821.4784t=30Fb,Rd=1742.7272727273a=230MRd=120.23c=150R(combinata)=0.7640473927t2=30MEd=52.38Calcul cordoane de sudura:as=10mmfvw,d=267N/mm2ls (nec)=421mmls=450mm
Imbinare cv TV193.7x16Contravantuire Teava 193.7x25Predimensionare bolt:Geometrie imbinare:Determinarea momentului efectiv in bolt.Sectiune CV:Asectiune=13250t(propus)=30FED=Nt,Rd=4276.1363636364a(min)=230.42Diagrama moment incovoietor:Fv,ED=2138.0681818182c(min)=150.42dnec=104.4608742928d=120Dimensiuni finale:Verificare bolt:d=120Fv,Rd=2821.4784t=30Fb,Rd=1742.7272727273a=230MRd=120.23c=150R(combinata)=0.7640473927t2=30MEd=52.38Calcul cordoane de sudura:as=10mmfvw,d=267N/mm2ls (nec)=421mmls=450mm
Imbinare stalpDimensionare imbinare de continuitate stalp HEB800.Dimensionare eclise:SURUBdsurubAGrupafubfybFt,RdFv,Rd(int) Fb,Rd(ext) Fb,RdA(nec eclisa) A (talpa profil minim)M161620110.9100090012980266322M181825410.91000900163102300362Dimensiuni talpa st.Dimensiuni eclisa:M202031410.91000900201126333402At,st=9900A=10400M222238010.91000900243152366442bt,st=33b=40M242445210.91000900290181399483lt,st=300l=260M303070710.91000900453283499603k1=2.5Dispunerea suruburilor:M30d0=30Bulon propus:M30Suruburile sunt solicitate la forfecare.k2= 0.9AS=0,89*Ap1=2,2d0=66Ncap,eclisa=3195kNM2=1.25p2=3d0=90N(buloane)=11.3057324841v=0.5e1=1,2d0=36n(randuri)=6(int) ab=0.4e2=1,5d0=45Leclisa,min=402mm(ext) ab=0.48Le=850mmt=b=40Dimensionare suruburi flanse contact:Bulon propus:M30Suruburile sunt solicitate la forfecare.VED=VRd (profil st.)VED=4306.3821769421kNN(buloane)=15.238436578buc.n(randuri)=