Izet Redžić štambilj projektanta Digitally signed by Izet Redžić DN: c=me, o=postacg, ou=pravno lice, ou=ag Konstrukcije doo Plav , serialnumb

Izet Redžić štambilj projektanta Digitally signed by Izet Redžić DN: c=me, o=postacg, ou=pravno lice, ou=ag Konstrukcije doo Plav 0797909, serialnumber=1706, cn=izet Redžić Date: 017.10. 18:56:7 +0'00' štambilj revidenta INVESTITOR: Ministarstvo rada i socijalnog staranja OBJEKAT: VIŠENAMJENSKI OBJEKAT LOKACIJA: kat.parc.br. 788/8 KO Gusinje, Opština Gusinje VRSTA TEH. DOKUMENTACIJE: DIO TEH. DOKUMENTACIJE : GLAVNI PROJEKAT KONSTRUKCIJA AG konstrukcije d.o.o. Plav PROJEKTANT: Racina stambeni blok - Giprom lamela A/III, 845 Plav Izvršni direktor: Redžić Izet, dipl.ing.građ. ODGOVORNO LICE: Redžić Izet, dipl.ing.građ. ODGOVORNI PROJEKTANT: Redžić Izet, dipl.ing.građ., br. licence: 0-715 Septembar, 017. Štambilj organa nadležnog za izdavanje građevinske dozvole

SADRŽAJ PROJEKTNE DOKUMENTACIJE / KONSTRUKCIJA TEKSTUALNI DIO PROJEKTA: - Tehnički opis - Analiza opterećenja STATIČKI PRORAČUN KONSTRUKCIJE GRAFIČKI DIO PROJEKTA: Planovi konstrukcije: razmjera list br. Plan konstrukcije temelja POS 000 1:50 1 Plan konstrukcije POS 100 1:50 Plan konstrukcije POS 00 1:50 Detalji armature: Temeljne grede 1:50 4-6 POS 000- donja zona 1:50 7 POS 000- gornja zona 1:50 8 Grede iznad prizemlja 1:50 9 POS 100- donja zona 1:50 10 POS 100- gornja zona 1:50 11 Grede iznad sprata 1:50 1 POS 00- donja zona 1:50 1 POS 00- gornja zona 1:50 14 Stubovi 1:50 15 Stepenište 1:50 16 Specifikacije armature

TEHNIČKI OPIS CENTAR ZA SOCIJALNI RAD,GUSINJE TEHNIČKI OPIS U statičkom smislu konstrukcija stambenog objekta je skeletnog sistema sa nosivim AB stubovima, gredama i monolitnim AB pločama. Objekat je tlocrtnih dimenzija 0,1 x 9,6 m i sastoji se od prizemlja i sprata. Fundiranje objekta se vrši na temeljnim trakama dimenzija 65/ cm, / cm i 50/. Kota dna temeljnih traka je -1.0 m. Ispod temeljnih traka i temeljne stope se nasipaju sloja tampona debljine po d=0 cm i nabijaju do postizanja modula stišljivosti od MS = 0 MPa, s tim da razlike nabijenosti ne prelaze ± 10 %, jer prilikom statičkog proračuna nije uzeto u obzir neravnomjerno slijeganje oslonaca kao izuzetno opterećenje. Maximalni naponi pritiska ispod temeljnih traka iznose σtla,max = 150,9 kn/m ( uzimanjem u obzir djelovanja seizmike u X i Y pravcu ), što je manje od dopuštenog naprezanja u tlu σtla,dop = 1,50 x 150,0 = 5,00 kn/m (dopušteni naponi u tlu se povećavaju za 50 % ako se uzmu u obzir dopunski uticaji usled delovanja seizmičkih sila). Odgovarajuće maximalno slijeganje temeljnih traka iznosi Smax=- 7,51 mm. Za slučaj djelovanja samo stalnog i korisnog opterećenja maximalni naponi pritiska ispod temeljnih traka iznose σtla,max = 17,7 kn/m što je manje od dopuštenih napona u tlu σtla,dop = 150,00 kn/m. Ispod podne ploče se nasipa i nabija sloj tampona debljine d=0 cm, koji se nabija do postizanja modula stišljivosti tla MS = 0 MPa, pošto je podna ploča dilatirana od coklenih zidova. Temeljne trake se armiraju sa +/- 4 ili 5 Φ 1, bočno +/- Ø 10 i dvosječnim uzengijama od Ø 8/0 ( 10 ) cm. Iznad temeljnih traka se izvode coklene AB grede debljine 0 i 5 cm, a armiraju se sa poduţnom armaturom Ø1/15 cm, te vertikalnim U biglama Ø8/0 ( 10 ) cm, koje se ugradjuju prilikom betoniranja temeljnih traka i na taj način se vrši njihovo sidrenje. Podna ploča je debljine 15 cm i armira se obostrano armaturnim mreţama Q-188. Stubovi prizemlja i I sprata su dimenzija 5/5 cm, 5/0 cm, 0/5 cm, 4/0 cm, 5/45 cm, 0/0 cm, 0/0 cm, 0/4 cm, 0/0 cm, 0/40 cm i 5/40 cm. Armiraju se prema statičkom proračunu klasičnom poduţnom armaturom Φ1 i uzengijama U Φ8/0 cm. ( na 10 cm na dnu i na vrhu stuba po cm ). Maximalna relativna pomjeranja izmedju etaza ( na vrhu i dnu stuba ) uzimanjem u obzir uticaj seizmičkih su u granicama koje propisuje JUS i EC-. PROJEKAT KONSTRUKCIJE

TEHNIČKI OPIS CENTAR ZA SOCIJALNI RAD,GUSINJE Nosivu konstrukciju iznad prizemlja i I sprata čine AB grede dimenzija 5/0 cm i 0/0 cm, te monolitna AB ploča debljine dpl=15 cm. Armiranje ovih konstruktivnih elemenata se vrši prema usvojenoj armaturi iz statičkog proračuna. AB stepenište prizemlja je dvokrako sa debljinom ploče dpl=15 cm. Armiranje stepeništa se vrši klasičnom armaturom ø 1/15 cm ( glavna ) i Ø10/0 cm ( podeona ) u donjoj i gornjoj zoni. Za sve grede i meďuspratne tavanice izvršena je kontrola ugiba i naprslina za t = 0 i t = i dokazano je da su manji od dopuštenih deformacija ( ak < ak,dop = 0,0 mm i u < u,dop = L/50 ) za stalno + korisno opterećenje u eksplotaciji. TakoĎe, shodno Pravilniku o izgradnji objekata u seizmičkim područjima ( Sl. List SFRJ 1/81, 49/8 i 9/8 ) izvršena je statička kontrola duktilnosti za stubove objekta ( σ0/βb 0,5 ), kao i kontrola napona u stubovima za slučaj opterećenja 1,0xg+0,xp, σb 0,45 fck, kako bi se stubovi zadovoljavanjem ovog kriterijuma nalazili u području u kojem vaţi linearna teorija tečenja betona. Krovna konstrukcija se izvodi od jelove graďe II klase i ankeruje se za AB grede iznad potkrovlja. Rogovi su dimenzija 10/16 cm, na rastojanju λ=70 cm, podroţnice 16/4 cm, stubovi 16/16 cm, kosnici 16/16 cm, donje grede 16/16 cm, vjenčanice 16/16 cm, letva 5/ cm i kontra-letva 5/6 cm. Kvalitet ugraďenih materijala za sve konstruktivne elemente je sljedeći : za sve temeljne trake, ploče, grede i stepenište MB 40 za sve stubove Klasična armatura i mreţasta armatura MAR 500/5 Minimalni zaštitni sloj betona za temeljne trake iznosi 5,0 cm., za sve grede i stubove,5 cm, a za ploče 1,5 cm. Prilikom betoniranja obavezna je upotreba pervibratora za beton radi postizanja projektovane marke betona. Svi konstruktivni elementi su dimenzionirani prema PBAB, uzimanjem u obzir osim 4 osnovna slučaja opterećenja ( stalno, korisno, seizmika X i seizmika Y ) još na djelovanje njihovih 9 kombinacija, sa odgovarajućim parcijalnim koeficijentima sigurnosti. PROJEKAT KONSTRUKCIJE

TEHNIČKI OPIS CENTAR ZA SOCIJALNI RAD,GUSINJE Prilikom seizmičkog proračuna konstrukcije ( po metodi Spektralne analize ) uzeti su u proračunu odgovarajući koeficijenti seizmičnosti za 8,5 seizmičku zonu MCS, koeficijent seizmičnosti ks=0.075 ( prema JUS-u ). Prilikom kombinovanja osnovnih slučajeva opterećenja uzeti su u obzir odgovarajući parcijalni koeficijenti sigurnosti, i to : g = 1,0 i 1,6 p = 1,0 ; 0,; 0,65 i 1,8 S = 1,0 i 1, SASTAVIO : Redţić Izet, dipl.ing.graď. PROJEKAT KONSTRUKCIJE

Dimenzionisanje (beton) Merodavno opterećenje - Slučajevi opterećenja I STALNO (g) - <Stalno> II KORISNO - <Korisno> III SEIZMIKA X - <Seizmičko> (+/-) IV SEIZMIKA Y - <Seizmičko> (+/-) Ne kombinuj sa III -> IV IV -> III Kombinacije 01. 1. I+1.80 II 0. 1.0 I+0.65 II+1.γ0 IV 0γ. 1.γ0 I+0.65 II+1.γ0 III 0δ. 1.γ0 I+0.65 II-1.γ0 IV 05. 1.γ0 I+0.65 II-1.γ0 III 06. I+0.65 II-1.γ0 IV 07. I+0.65 II+1.γ0 III 08. I+0.65 II-1.γ0 III 0λ. I+0.65 II+1.γ0 IV 10. I+1.80 II 11. 1.γ0 I+1.γ0 IV 1. 1.γ0 I-1.γ0 III 1γ. 1.γ0 I+1.γ0 III 1δ. 1.γ0 I-1.γ0 IV 15. I-1.γ0 IV 16. I+1.γ0 III 17. I-1.γ0 III 18. I+1.γ0 IV 1λ. 1. I 0. I

Greda 49-0 y = 0.1γMυa < r, r = 1.10Mυa z = 0.11Mυa < r, r = 1.10Mυa Procenat armiranja: 0.9% Presek - x = 1.61m Presek - x =.15m Ø 8/0 (m = ) Presek 1-1 x = 0.00m 1.00xI-1.0xIV 0.04 kn Mu = 0.00 knm Mu = -.55 knm 1.0xI+0.65xII-1.0xIII -.09 knm 1.0xI+0.65xII-1.0xIII Tu = 5.79 kn Tu = -0.0 kn -.09 knm Ø 8/0 (m = ) εb/εa = -0.1λβ/10.000 Aa1 = 0.6 + 0.08` = 0.5 cm Aa = 0.15 + 0.08` = 0. cm Aa = 0.00 + 0.08` = 0.08 cm Aa4 = 0.00 + 0.08` = 0.08 cm Aa,uz = 0.00 cm/m (m=1) 1.0xI+0.65xII-1.0xIV -0.07 kn Mu = -0.0 knm Mu = -1.88 knm 1.0xI+0.65xII-1.0xIII -.98 knm 1.0xI+0.65xII-1.0xIII Tu =.79 kn Tu = -0.06 kn -.98 knm Ø 8/0 (m = ) εb/εa = -0.β81/10.000 Aa1 = 0.00 + 0.08` = 0.08 cm Aa = 0. + 0.08` = 0.68 cm Aa = 0.00 + 0.07` = 0.07 cm Aa4 = 0.00 + 0.07` = 0.07 cm Aa,uz = 0.00 cm/m (m=1) y = 0.1βMυa < r, r = 1.10MPa z = 0.10Mυa < r, r = 1.10Mυa Procenat armiranja: 0.9% 1.0xI+0.65xII-1.0xIV -0.06 kn Mu = 0.01 knm Mu = -11.0 knm 1.0xI+0.65xII-1.0xIII -.80 knm 1.0xI+0.65xII-1.0xIII Tu = -15.67 kn Tu = -0.07 kn -.80 knm εb/εa = -0.β6γ/10.000 Aa1 = 0.00 + 0.10` = 0.10 cm Aa = 0.5 + 0.10` = 0.6 cm Aa = 0.00 + 0.10` = 0.10 cm Aa4 = 0.00 + 0.10` = 0.10 cm Aa,uz = 0.00 cm/m (m=1) y = 0.1λMυa < r, r = 1.10Mυa z = 0.1γMυa < r, r = 1.10Mυa Procenat armiranja: 0.9%

Greda 557-80 Presek 4-4 x = 0.00m 4Ø1 50 1.xI+1.80xII 0.11 kn Mu = 0.01 knm Mu = 7.9 knm 1.xI+1.80xII 1. knm 4Ø1 Ø8/0 (m=) 1.0xI+0.65xII+1.0xIII Tu = 14.99 kn Tu = 0.10 kn 0.7 knm εb/εa = -0.βδ0/10.000 Aa1 = 0.7 + 0.0` = 0.40 cm Aa = 0.00 + 0.0` = 0.0 cm Aa = 0.00 + 0.04` = 0.04 cm Aa4 = 0.00 + 0.04` = 0.04 cm Aa,uz = 0.00 cm/m (m=1) y = 0.10Mυa < r, r = 1.10Mυa z = 0.0δMυa < r, r = 1.10Mυa Procenat armiranja: 0.5% Presek 5-5 x = 0.8m 4Ø1 50 4Ø1 Ø8/0 (m=) 1.0xI+1.0xIII 0.07 kn Mu = 0.0 knm Mu = 4.08 knm 1.xI+1.80xII 1.69 knm 1.xI+1.80xII Tu = 15.8 kn Tu = 0.0 kn 1.69 knm εb/εa = -0.β00/10.000 Aa1 = 0.18 + 0.04` = 0. cm Aa = 0.15 + 0.04` = 0.0 cm Aa = 0.00 + 0.05` = 0.05 cm Aa4 = 0.00 + 0.05` = 0.05 cm Aa,uz = 0.00 cm/m (m=1) y = 0.15Mυa < r, r = 1.10MPa z = 0.0λMυa < r, r = 1.10Mυa Procenat armiranja: 0.5% Greda 19-158 Presek 6-6 x = 0.00m 4Ø1 50 1.xI+1.80xII 0.14 kn Mu = 0.04 knm Mu = 6.74 knm 1.0xI+0.65xII+1.0xIII.17 knm 1.0xI+0.65xII+1.0xIII Tu = 11.89 kn Tu = -0.05 kn.17 knm 4Ø1 Ø8/0 (m=) εb/εa = -0.βγβ/10.000 Aa1 = 0.1 + 0.06` = 0.7 cm Aa = 0.07 + 0.06` = 0.1 cm Aa = 0.00 + 0.07` = 0.07 cm Aa4 = 0.00 + 0.07` = 0.07 cm Aa,uz = 0.00 cm/m (m=1) y = 0.16Mυa < r, r = 1.10Mυa z = 0.11Mυa < r, r = 1.10Mυa Procenat armiranja: 0.5% Presek 7-7 x =.1m 4Ø1 50 1.xI+1.80xII -0.04 kn Mu = -0.0 knm Mu = -10.88 knm 1.0xI+0.65xII-1.0xIII -1.87 knm 1.0xI+0.65xII-1.0xIII Tu =. kn Tu = -0.1 kn -1.87 knm 4Ø1 Ø8/0 (m=) εb/εa = -0.β8δ/10.000 Aa1 = 0.00 + 0.05` = 0.05 cm Aa = 0.51 + 0.05` = 0.56 cm Aa = 0.00 + 0.06` = 0.06 cm Aa4 = 0.00 + 0.06` = 0.06 cm Aa,uz = 0.00 cm/m (m=1) y = 0.11Mυa < r, r = 1.10Mυa z = 0.10Mυa < r, r = 1.10Mυa Procenat armiranja: 0.5% Presek 8-8 x =.10m 4Ø1 50 1.0xI+0.65xII-1.0xIV -0.04 kn Mu = 0.01 knm Mu = -8.49 knm 1.0xI+0.65xII-1.0xIII -.0 knm 1.0xI+0.65xII-1.0xIII Tu = -1.69 kn Tu = -0.10 kn -.0 knm 4Ø1 Ø8/0 (m=) εb/εa = -0.βδ8/10.000 Aa1 = 0.00 + 0.06` = 0.06 cm Aa = 0.40 + 0.06` = 0.46 cm Aa = 0.00 + 0.07` = 0.07 cm Aa4 = 0.00 + 0.07` = 0.07 cm Aa,uz = 0.00 cm/m (m=1) y = 0.17Mυa < r, r = 1.10MPa z = 0.1βMυa < r, r = 1.10Mυa Procenat armiranja: 0.5% Greda 996-51 Presek 9-9 x = 0.45m 1.0xI-1.0xIV -0.06 kn Mu = -0.0 knm Mu = -8.49 knm 1.0xI+0.65xII+1.0xIII.0 knm y = 0.10Mυa < r, r = 1.10Mυa z = 0.06Mυa < r, r = 1.10Mυa Procenat armiranja: 0.7% Presek 10-10 x = 1.79m Ø 8/0 (m = ) 1.0xI+0.65xII+1.0xIII Tu = 10.96 kn Tu = 0.08 kn.0 knm Ø 8/0 (m = ) 65 εb/εa = -0.ββδ/10.000 Aa1 = 0.04 + 0.05` = 0.09 cm Aa = 0.9 + 0.05` = 0.45 cm Aa = 0.00 + 0.05` = 0.05 cm Aa4 = 0.00 + 0.05` = 0.05 cm Aa,uz = 0.00 cm/m (m=1) 65 1.xI+1.80xII -0.15 kn Mu = -0.01 knm Mu = -16.78 knm

1.0xI+0.65xII-1.0xIV -1.07 knm 1.0xI+0.65xII-1.0xIII Tu = -0.66 kn Tu = -0.07 kn -1.0 knm εb/εa = -0.γ1β/10.000 Aa1 = 0.00 + 0.0` = 0.0 cm Aa = 0.78 + 0.0` = 0.81 cm Aa = 0.00 + 0.0` = 0.0 cm Aa4 = 0.00 + 0.0` = 0.0 cm Aa,uz = 0.00 cm/m (m=1) y = 0.10Mυa < r, r = 1.10Mυa z = 0.0γMυa < r, r = 1.10Mυa Procenat armiranja: 0.7% Presek 11-11 x =.4m 65 1.0xI+0.65xII+1.0xIV 0.6 kn Mu = 0.08 knm Mu = 1.5 knm Ø 8/0 (m =) 1.0xI+0.65xII+1.0xIV 1.85 knm 1.0xI+0.65xII-1.0xIV Tu = -9.4 kn Tu = -0. kn -0.95 knm εb/εa = -0.β6λ/10.000 Aa1 = 0.59 + 0.05` = 0.64 cm Aa = 0.00 + 0.05` = 0.05 cm Aa = 0.00 + 0.04` = 0.04 cm Aa4 = 0.00 + 0.04` = 0.04 cm Aa,uz = 0.00 cm/m (m=1) y = 0.08Mυa < r, r = 1.10MPa z = 0.06Mυa < r, r = 1.10Mυa Procenat armiranja: 0.7% Greda 69-1 y = 0.17Mυa < r, r = 1.10Mυa z = 0.10Mυa < r, r = 1.10Mυa Procenat armiranja: 0.9% Presek 1-1 x = 1.7m Presek 14-14 x =.m Ø 8/0 (m = ) Presek 1-1 x = 0.00m 1.xI+1.80xII 0.8 kn Mu = 0.00 knm Mu = 14.54 knm 1.0xI+0.65xII+1.0xIII.81 knm 1.0xI+0.65xII+1.0xIII Tu = 19.7 kn Tu = 0.6 kn.81 knm Ø 8/0 (m = ) εb/εa = -0.βλ8/10.000 Aa1 = 0.68 + 0.07` = 0.76 cm Aa = 0.00 + 0.07` = 0.07 cm Aa = 0.00 + 0.07` = 0.07 cm Aa4 = 0.00 + 0.07` = 0.07 cm Aa,uz = 0.00 cm/m (m=1) 1.xI+1.80xII -0.1 kn Mu = 0.00 knm Mu = -1.17 knm 1.0xI+0.65xII+1.0xIII. knm 1.0xI+0.65xII+1.0xIII Tu = 16.5 kn Tu = 0.0 kn. knm Ø 8/0 (m = ) εb/εa = -0.β85/10.000 Aa1 = 0.00 + 0.06` = 0.06 cm Aa = 0.61 + 0.06` = 0.67 cm Aa = 0.00 + 0.06` = 0.06 cm Aa4 = 0.00 + 0.06` = 0.06 cm Aa,uz = 0.00 cm/m (m=1) y = 0.1δMυa < r, r = 1.10Mυa z = 0.08Mυa < r, r = 1.10Mυa Procenat armiranja: 0.9% 1.0xI+0.65xII-1.0xIII 0.10 kn Mu = 0.01 knm Mu = -4.16 knm 1.0xI+0.65xII+1.0xIV 4.01 knm 1.xI+1.80xII Tu = -.08 kn Tu = -0.0 kn.19 knm εb/εa = -0.158/10.000 Aa1 = 0.00 + 0.10` = 0.10 cm Aa = 0.0 + 0.10` = 0.0 cm Aa = 0.00 + 0.10` = 0.10 cm Aa4 = 0.00 + 0.10` = 0.10 cm Aa,uz = 0.00 cm/m (m=1) y = 0.β1Mυa < r, r = 1.10MPa z = 0.1δMυa < r, r = 1.10Mυa Procenat armiranja: 0.9% Greda 449-77 Presek 15-15 x = 0.00m 1.0xI+0.65xII+1.0xIII 0.08 kn Mu = 0.00 knm Mu = 1.7 knm 1.0xI+0.65xII+1.0xIII 1.6 knm Ø 8/0 (m = ) 1.0xI+0.65xII+1.0xIII Tu = 11.9 kn Tu = 0.0 kn 1.6 knm εb/εa = -0.βλδ/10.000 Aa1 = 0.59 + 0.04` = 0.6 cm Aa = 0.1 + 0.04` = 0.18 cm Aa = 0.00 + 0.04` = 0.04 cm Aa4 = 0.00 + 0.04` = 0.04 cm Aa,uz = 0.00 cm/m (m=1) y = 0.10Mυa < r, r = 1.10MPa z = 0.06Mυa < r, r = 1.10Mυa Procenat armiranja: 0.9% Presek 16-16 x = 1.70m Ø 8/0 (m = ) 1.0xI+0.65xII+1.0xIII 0.05 kn Mu = 0.00 knm Mu = 14.8 knm 1.0xI+0.65xII+1.0xIII. knm 1.0xI+0.65xII+1.0xIII Tu = 5.9 kn Tu = -0.0 kn. knm εb/εa = -0.γ08/10.000 Aa1 = 0.69 + 0.06` = 0.75 cm Aa = 0.07 + 0.06` = 0.1 cm Aa = 0.00 + 0.06` = 0.06 cm Aa4 = 0.00 + 0.06` = 0.06 cm Aa,uz = 0.00 cm/m (m=1) y = 0.10Mυa < r, r = 1.10Mυa z = 0.08Mυa < r, r = 1.10Mυa Procenat armiranja: 0.9%

Greda 890-64 Presek 17-17 x = 0.00m 1.0xI+0.65xII+1.0xIII 0.08 kn Mu = 0.07 knm Mu = 10.76 knm 1.0xI+0.65xII+1.0xIII.6 knm Ø 8/0 (m = ) 1.0xI+0.65xII+1.0xIII Tu = 6.7 kn Tu = 0.05 kn.6 knm εb/εa = -0.β7β/10.000 Aa1 = 0.50 + 0.06` = 0.56 cm Aa = 0.11 + 0.06` = 0.17 cm Aa = 0.00 + 0.06` = 0.06 cm Aa4 = 0.00 + 0.06` = 0.06 cm Aa,uz = 0.00 cm/m (m=1) y = 0.11Mυa < r, r = 1.10Mυa z = 0.08Mυa < r, r = 1.10Mυa Procenat armiranja: 0.9% Presek 18-18 x = 1.70m Ø 8/0 (m = ) 1.0xI+0.65xII+1.0xIII 0.05 kn Mu = 0.06 knm Mu = 15. knm 1.0xI+1.0xIII 1.6 knm 1.0xI+1.0xIII Tu = 11.84 kn Tu = 0.06 kn 1.6 knm εb/εa = -0.γ1λ/10.000 Aa1 = 0.71 + 0.04` = 0.76 cm Aa = 0.07 + 0.04` = 0.1 cm Aa = 0.00 + 0.04` = 0.04 cm Aa4 = 0.00 + 0.04` = 0.04 cm Aa,uz = 0.00 cm/m (m=1) y = 0.10Mυa < r, r = 1.10Mυa z = 0.06Mυa < r, r = 1.10Mυa Procenat armiranja: 0.9% Greda 19-1689 Presek 19-19 x = 0.00m 4Ø1 50 1.0xI+0.65xII+1.0xIV 0.04 kn Mu = 0.0 knm Mu =.75 knm 1.0xI+0.65xII+1.0xIII.44 knm 4Ø1 Ø8/0 (m=) 1.0xI+0.65xII+1.0xIII Tu =.0 kn Tu = -0.04 kn.44 knm εb/εa = -0.157/10.000 Aa1 = 0.1 + 0.09` = 0.1 cm Aa = 0.07 + 0.09` = 0.16 cm Aa = 0.00 + 0.11` = 0.11 cm Aa4 = 0.00 + 0.11` = 0.11 cm Aa,uz = 0.00 cm/m (m=1) y = 0.1λMυa < r, r = 1.10Mυa z = 0.18Mυa < r, r = 1.10Mυa Procenat armiranja: 0.5% Presek 0-0 x =.40m 4Ø1 50 4Ø1 Ø8/0 (m=) 1.0xI+0.65xII+1.0xIII 0.1 kn Mu = -0.0 knm Mu = 8.7 knm 1.0xI+0.65xII-1.0xIII -1.40 knm 1.0xI+0.65xII-1.0xIII Tu = -5.0 kn Tu = 0.01 kn -1.40 knm εb/εa = -0.βλδ/10.000 Aa1 = 0.9 + 0.04` = 0.4 cm Aa = 0. + 0.04` = 0.7 cm Aa = 0.00 + 0.04` = 0.04 cm Aa4 = 0.00 + 0.04` = 0.04 cm Aa,uz = 0.00 cm/m (m=1) y = 0.0λMυa < r, r = 1.10MPa z = 0.07Mυa < r, r = 1.10Mυa Procenat armiranja: 0.5% Greda 1484-1970 Presek 1-1 x = 0.54m 4Ø1 Ø8/0 (m=) εb/εa = -0.β86/10.000 Aa1 = 0.16 + 0.08` = 0.4 cm Aa = 0.4 + 0.08` = 0.51 cm Aa = 0.00 + 0.09` = 0.09 cm Aa4 = 0.00 + 0.09` = 0.09 cm Aa,uz = 0.00 cm/m (m=1) y = 0.17Mυa < r, r = 1.10MPa z = 0.15Mυa < r, r = 1.10Mυa Procenat armiranja: 0.5% Presek - x = 1.07m 4Ø1 1.0xI+0.65xII-1.0xIII Tu = -7.48 kn Tu = -0.10 kn -.87 knm εb/εa = -0.β78/10.000 Aa1 = 0.10 + 0.07` = 0.18 cm Aa = 0.45 + 0.07` = 0.5 cm Aa = 0.00 + 0.09` = 0.09 cm Aa4 = 0.00 + 0.09` = 0.09 cm Aa,uz = 0.00 cm/m (m=1) y = 0.18Mυa < r, r = 1.10Mυa z = 0.15Mυa < r, r = 1.10Mυa Procenat armiranja: 0.5% 4Ø1 50 1.0xI-1.0xIV -0.05 kn Mu = -0.0 knm Mu = -9.47 knm 1.0xI+0.65xII-1.0xIII -.89 knm 1.0xI+0.65xII-1.0xIII Tu = -4.8 kn Tu = -0.09 kn -.89 knm 4Ø1 50 1.0xI+0.65xII-1.0xIV -0.01 kn Mu = 0.00 knm Mu = -9.64 knm 1.0xI+0.65xII-1.0xIII -.87 knm Ø8/0 (m=) Presek - x =.68m 4Ø1 50 1.xI 0.0 kn Mu = -0.0 knm Mu = -4.1 knm 4Ø1 Ø8/0 (m=)

1.0xI+0.65xII-1.0xIII -.61 knm 1.0xI+0.65xII-1.0xIII Tu = -7.58 kn Tu = 0.01 kn -.61 knm εb/εa = -0.177/10.000 Aa1 = 0.00 + 0.09` = 0.09 cm Aa = 0.0 + 0.09` = 0.9 cm Aa = 0.00 + 0.11` = 0.11 cm Aa4 = 0.00 + 0.11` = 0.11 cm Aa,uz = 0.00 cm/m (m=1) y = 0.ββMυa < r, r = 1.10MPa z = 0.1λMυa < r, r = 1.10Mυa Procenat armiranja: 0.5% Greda 77-64 y = 0.07Mυa < r, r = 1.10MPa z = 0.07Mυa < r, r = 1.10Mυa Procenat armiranja: 0.9% Presek 5-5 x = 1.07m y = 0.0λMυa < r, r = 1.10Mυa z = 0.07Mυa < r, r = 1.10Mυa Procenat armiranja: 0.9% Presek 6-6 x =.m Presek 4-4 x = 0.54m Ø 8/0 (m = ) Ø 8/0 (m = ) 1.0xI+0.65xII-1.0xIV -0.09 kn Mu = 0.01 knm Mu = -1.6 knm 1.0xI+0.65xII-1.0xIII -.0 knm 1.0xI+0.65xII-1.0xIII Tu = 1.7 kn Tu = -0.05 kn -.0 knm Ø 8/0 (m = ) εb/εa = -0.β8λ/10.000 Aa1 = 0.1 + 0.05` = 0.18 cm Aa = 0.57 + 0.05` = 0.6 cm Aa = 0.00 + 0.05` = 0.05 cm Aa4 = 0.00 + 0.05` = 0.05 cm Aa,uz = 0.00 cm/m (m=1) 1.0xI+0.65xII-1.0xIV -0.06 kn Mu = 0.01 knm Mu = -14.9 knm 1.0xI+0.65xII-1.0xIII -.0 knm 1.0xI+0.65xII-1.0xIII Tu = -5.9 kn Tu = -0.09 kn -.0 knm εb/εa = -0.γ05/10.000 Aa1 = 0.00 + 0.05` = 0.05 cm Aa = 0.70 + 0.05` = 0.75 cm Aa = 0.00 + 0.05` = 0.05 cm Aa4 = 0.00 + 0.05` = 0.05 cm Aa,uz = 0.00 cm/m (m=1) 1.0xI+0.65xII+1.0xIV 0.14 kn Mu = 0.05 knm Mu = 6. knm 1.0xI+0.65xII-1.0xIII -.01 knm 1.0xI+0.65xII-1.0xIII Tu = -8.9 kn Tu = -0.17 kn -.01 knm εb/εa = -0.β0λ/10.000 Aa1 = 0.9 + 0.05` = 0.4 cm Aa = 0.11 + 0.05` = 0.16 cm Aa = 0.00 + 0.05` = 0.05 cm Aa4 = 0.00 + 0.05` = 0.05 cm Aa,uz = 0.00 cm/m (m=1) y = 0.10Mυa < r, r = 1.10MPa z = 0.07Mυa < r, r = 1.10Mυa Procenat armiranja: 0.9%

Greda 1061-870 Presek 1-1 x = 0.00m 1.xI+1.80xII 0.51 kn Mu = 0.09 knm Mu = -6.64 knm 1.0xI+0.65xII-1.0xIII -.19 knm 0 Ø1 5 5Ø1 Ø8/0 (m=) 1.0xI+0.65xII-1.0xIII Tu = -.1 kn Tu = -0.94 kn -.19 knm εb/εa = -β.0δβ/10.000 Aa1 = 0.00 + 0.18` = 0.18 cm Aa =.77 + 0.18` =.95 cm Aa = 0.00 + 0.` = 0. cm Aa4 = 0.00 + 0.` = 0. cm Aa,uz = 4.78 cm/m (m=1) y = β.56mυa < γ r, r = 1.10MPa z = β.0βmυa < γ r, r = 1.10Mυa Procenat armiranja: 1.4% Greda 6-58 Presek - x = 0.00m 1.0xI+0.65xII-1.0xIII -5.8 kn Mu = -0.05 knm Mu = -40.74 knm 1.0xI+0.65xII-1.0xIII -1.85 knm Presek - x = 1.00m 0 Ø1 Ø8/0 (m=) 0 Ø1 5 5Ø1 Ø8/0 (m=) 1.0xI+0.65xII-1.0xIII Tu = -8.8 kn Tu = -0.61 kn -1.85 knm εb/εa = -β.186/10.000 Aa1 = 0.94 + 0.11` = 1.04 cm Aa = 4.14 + 0.11` = 4.4 cm Aa = 0.00 + 0.14` = 0.14 cm Aa4 = 0.00 + 0.14` = 0.14 cm Aa,uz =.1 cm/m (m=1) y = 1.8γMυa < γ r, r = 1.10MPa z = 1.17Mυa < γ r, r = 1.10Mυa Procenat armiranja: 1.4% Ø1 5 1.0xI-1.0xIV -. kn Mu = -0.05 knm Mu = -9.89 knm 1.0xI+1.0xIII 0.9 knm

1.0xI+0.65xII-1.0xIII Tu = -1.01 kn Tu = -0.18 kn -0.84 knm εb/εa = -1.0δ7/10.000 Greda 1171-1704 Presek 4-4 x = 0.54m 0 Ø1 5 1.00xI+1.0xIV 1.6 kn Mu = 0.01 knm Mu = 1.86 knm 1.xI+1.80xII -1.81 knm 1.xI+1.80xII Tu = -16.1 kn Tu = 0.08 kn -1.81 knm Ø1 Ø8/0 (m=) εb/εa = -0.587/10.000 Aa1 = 0.15 + 0.10` = 0.5 cm Aa = 0.67 + 0.10` = 0.77 cm Aa = 0.00 + 0.1` = 0.1 cm Aa4 = 0.00 + 0.1` = 0.1 cm Aa,uz = 0.97 cm/m (m=1) y = 1.δ1Mυa < γ r, r = 1.10Mυa z = 1.1δMυa < γ r, r = 1.10Mυa Procenat armiranja: 1.11% Aa1 = 1.07 + 0.05` = 1.1 cm Aa = 0.89 + 0.05` = 0.94 cm Aa = 0.00 + 0.07` = 0.07 cm Aa4 = 0.00 + 0.07` = 0.07 cm Aa,uz = 0.00 cm/m (m=1) Presek 5-5 x = 1.07m 0 Ø1 5 1.0xI+0.65xII+1.0xIV 1.57 kn Mu = 0.0 knm Mu = 5.4 knm 1.xI+1.80xII -1.8 knm 1.xI+1.80xII Tu = -9.65 kn Tu = 0.06 kn -1.8 knm Ø1 Ø8/0 (m=) εb/εa = -0.61γ/10.000 Aa1 = 0.55 + 0.10` = 0.66 cm Aa = 0.00 + 0.10` = 0.10 cm Aa = 0.00 + 0.1` = 0.1 cm Aa4 = 0.00 + 0.1` = 0.1 cm Aa,uz = 0.54 cm/m (m=1) y = 1.γ1Mυa < γ r, r = 1.10Mυa z = 1.15Mυa < γ r, r = 1.10Mυa Procenat armiranja: 1.11% Presek 6-6 x = 1.61m 0 Ø1 Ø8/0 (m=) y = 0.8λMυa < r, r = 1.10Mυa z = 0.5γMυa < r, r = 1.10Mυa Procenat armiranja: 1.11% 1.xI+1.80xII -1.5 knm 1.xI+1.80xII Tu = 0.8 kn Tu = 0.04 kn -1.5 knm εb/εa = -0.875/10.000 Aa1 = 1.01 + 0.09` = 1.10 cm Aa = 0.00 + 0.09` = 0.09 cm Aa = 0.00 + 0.11` = 0.11 cm Aa4 = 0.00 + 0.11` = 0.11 cm Aa,uz = 0.00 cm/m (m=1) y = 0.λ7Mυa < r, r = 1.10Mυa z = 0.λ6Mυa < r, r = 1.10Mυa Procenat armiranja: 1.11% Presek 7-7 x =.m 0 Ø1 5 1.xI+1.80xII 0.8 kn Mu = -0.05 knm Mu = -15.61 knm 1.0xI+0.65xII-1.0xIII -0.7 knm 1.xI+1.80xII Tu = 6.66 kn Tu = -0.17 kn -0.68 knm Ø1 Ø8/0 (m=) Ø1 5 1.xI+1.80xII 0.50 kn Mu = 0.00 knm Mu = 10.16 knm εb/εa = -1.1δ6/10.000 Aa1 = 0.00 + 0.04` = 0.04 cm Aa = 1.57 + 0.04` = 1.61 cm Aa = 0.00 + 0.05` = 0.05 cm Aa4 = 0.00 + 0.05` = 0.05 cm Aa,uz = 0.00 cm/m (m=1) y = 0.71Mυa < r, r = 1.10Mυa z = 0.δ6Mυa < r, r = 1.10Mυa Procenat armiranja: 1.11% Greda 16-6 Presek 8-8 x =.85m 0 Ø1 5 5Ø1 Ø8/0 (m=) 1.0xI+0.65xII-1.0xIII -1.86 kn Mu = -0.1 knm Mu = -46.8 knm 1.0xI-1.0xIV -1.45 knm 1.0xI+0.65xII-1.0xIV Tu =.11 kn Tu = -0.1 kn -1.44 knm εb/εa = -β.β87/10.000 Aa1 =.80 + 0.08` =.88 cm Aa = 4.87 + 0.08` = 4.95 cm Aa = 0.00 + 0.11` = 0.11 cm Aa4 = 0.00 + 0.11` = 0.11 cm Aa,uz = 0.7 cm/m (m=1) y = 1.βλMυa < γ r, r = 1.10Mυa z = 0.λ1Mυa < r, r = 1.10Mυa Procenat armiranja: 1.4%

Greda 10-965 Presek 9-9 x = 1.94m 0 Ø1 Ø8/0 (m=) 1.0xI+0.65xII-1.0xIV Tu = 0.84 kn Tu = -0.17 kn -0.18 knm εb/εa = -1.565/10.000 Aa1 =.11 cm Aa = 0.00 cm Aa = 0.00 cm Aa4 = 0.00 cm Aa,uz = 0.00 cm/m (m=1) y = 0.β5Mυa < r, r = 1.10Mυa z = 0.βγMυa < r, r = 1.10Mυa Procenat armiranja: 1.9% Presek 10-10 x =.84m Ø1 1.0xI+0.65xII-1.0xIII -0.10 kn Mu = -0.14 knm Mu = -1.01 knm 1.0xI+0.65xII+1.0xIV 1.90 knm 1.0xI+0.65xII+1.0xIV Tu = 9.61 kn Tu = 0.45 kn 1.90 knm εb/εa = -β.151/10.000 Aa1 = 0.00 + 0.11` = 0.11 cm Aa =.19 + 0.11` =.0 cm Aa = 0.00 + 0.0` = 0.0 cm Aa4 = 0.00 + 0.0` = 0.0 cm Aa,uz = 4.76 cm/m (m=1) Ø1 0 0 Ø8/0 (m=) y = γ.0γmυa < γ r, r = 1.10MPa z = β.δ1mυa < γ r, r = 1.10Mυa Procenat armiranja: 1.9% 1.xI+1.80xII 0.97 kn Mu = -0.00 knm Mu = 0.7 knm 1.0xI+0.65xII-1.0xIV -0.18 knm Ø1 0 Greda 0-65 Presek 11-11 x = 0.00m 0 Ø1 Ø8/0 (m=) 1.0xI+0.65xII+1.0xIII Tu = -7.44 kn Tu = 0.4 kn 0.79 knm εb/εa = -1.7λ0/10.000 Aa1 = 1.0 + 0.04` = 1.4 cm Aa =.08 + 0.04` =.1 cm Aa = 0.00 + 0.08` = 0.08 cm Aa4 = 0.00 + 0.08` = 0.08 cm Aa,uz = 0.00 cm/m (m=1) y = 1.15Mυa < γ r, r = 1.10MPa z = 1.01Mυa < r, r = 1.10Mυa Procenat armiranja: 1.9% Presek 1-1 x = 1.61m Ø1 1.xI+1.80xII -1.66 kn Mu = -0.01 knm Mu = 1.70 knm 1.0xI+0.65xII+1.0xIII 0.1 knm 1.0xI+0.65xII+1.0xIII Tu = 1.75 kn Tu = 0.9 kn 0.1 knm εb/εa = -1.β11/10.000 Aa1 = 1.5 cm Aa = 0.00 cm Aa = 0.00 cm Aa4 = 0.00 cm Aa,uz = 0.00 cm/m (m=1) Ø1 0 0 Ø8/0 (m=) y = 0.γ0Mυa < r, r = 1.10Mυa z = 0.β7Mυa < r, r = 1.10Mυa Procenat armiranja: 1.9% 1.0xI+0.65xII-1.0xIV -1.4 kn Mu = -0.18 knm Mu = -.1 knm Ø1 1.0xI+0.65xII+1.0xIII 0.79 knm 0 Greda 1704-65 Presek 1-1 x =.5m 1.0xI+1.0xIII 0.06 knm 1.0xI+0.65xII+1.0xIII Tu = 1.14 kn Tu = 0.17 kn 0.06 knm Presek 14-14 x = 4.m 0 Ø1 Ø8/0 (m=) 0 Ø1 Ø8/0 (m=) εb/εa = -β.β0γ/10.000 Aa1 =. cm Aa = 0.00 cm Aa = 0.00 cm Aa4 = 0.00 cm Aa,uz = 0.00 cm/m (m=1) y = 0.0λMυa < r, r = 1.10Mυa z = 0.07Mυa < r, r = 1.10Mυa Procenat armiranja: 1.9% Ø1 0 Ø1 0 1.xI+1.80xII -1.4 kn Mu = -0.0 knm Mu =.8 knm 1.0xI+0.65xII+1.0xIII -0.1 kn Mu = 0.05 knm Mu =.7 knm 1.xI+1.80xII -0.59 knm

1.xI+1.80xII Tu = 7.6 kn Tu = 0.09 kn -0.59 knm εb/εa = -0.575/10.000 Aa1 = 0.5 + 0.0` = 0.9 cm Aa = 0.15 + 0.0` = 0.18 cm Aa = 0.00 + 0.06` = 0.06 cm Aa4 = 0.00 + 0.06` = 0.06 cm Aa,uz = 0.90 cm/m (m=1) y = 1.γγMυa < γ r, r = 1.10Mυa z = 0.75Mυa < r, r = 1.10MPa Procenat armiranja: 1.9% Presek 15-15 x = 5.5m 0 Ø1 0 Ø1 Ø14 Ø8/0 (m=) 1.0xI+0.65xII-1.0xIV -0.57 knm 1.xI+1.80xII Tu = 49. kn Tu = 0.07 kn -0.5 knm εb/εa = -γ.500/7.δ81 Aa1 = 0.00 + 0.0` = 0.0 cm Aa = 6.84 + 0.0` = 6.87 cm Aa = 0.00 + 0.06` = 0.06 cm Aa4 = 0.00 + 0.06` = 0.06 cm Aa,uz = 1.59 cm/m (m=1) y = 1.γγMυa < γ r, r = 1.10Mυa z = 0.7γMυa < r, r = 1.10Mυa Procenat armiranja:.16% 1.xI+1.80xII -.76 kn Mu = 0.01 knm Mu = -61.98 knm Greda 16-706 Presek 16-16 x = 1.00m 0 Ø1 Ø8/0 (m=) 1.0xI+0.65xII+1.0xIII Tu = -11.08 kn Tu = 0.50 kn.76 knm εb/εa = -1.β1β/10.000 Aa1 = 0.6 + 0.1` = 0.84 cm Aa =.78 + 0.1` =.99 cm Aa = 0.00 + 0.9` = 0.9 cm Aa4 = 0.00 + 0.9` = 0.9 cm Aa,uz = 4.81 cm/m (m=1) y = δ.λ8mυa < 5 r, r = 1.10Mυa z = δ.76mυa < 5 r, r = 1.10Mυa Procenat armiranja: 1.9% Presek 17-17 x =.4m 5Ø1 1.0xI-1.0xIV -.9 kn Mu = -0.05 knm Mu = -.9 knm 1.0xI+0.65xII-1.0xIII -0.87 knm 1.0xI+0.65xII-1.0xIII Tu = -0.19 kn Tu = -0.6 kn -0.87 knm εb/εa = -β.118/10.000 Aa1 =.9 + 0.05` =.97 cm Aa =.50 + 0.05` =.54 cm Aa = 0.00 + 0.09` = 0.09 cm Aa4 = 0.00 + 0.09` = 0.09 cm Aa,uz = 0.00 cm/m (m=1) Ø1 0 0 Ø8/0 (m=) y = 1.10Mυa < r, r = 1.10MPa z = 1.10Mυa < r, r = 1.10Mυa Procenat armiranja: 1.77% 1.00xI+1.0xIV.81 kn Mu = 0.10 knm Mu = 6.87 knm Ø1 1.0xI+0.65xII+1.0xIII.76 knm 0 Greda 1061-870 Presek 1-1 x = 0.00m 0 Ø1 5 5Ø1 Ø8/0 (m=) 1.xI+1.80xII 0.51 kn Mu = 0.09 knm Mu = -6.64 knm 1.0xI+0.65xII-1.0xIII -.19 knm 1.0xI+0.65xII-1.0xIII Tu = -.1 kn Tu = -0.94 kn -.19 knm εb/εa = -β.0δβ/10.000 Aa1 = 0.00 + 0.18` = 0.18 cm Aa =.77 + 0.18` =.95 cm Aa = 0.00 + 0.` = 0. cm Aa4 = 0.00 + 0.` = 0. cm Aa,uz = 4.78 cm/m (m=1) y = β.56mυa < γ r, r = 1.10MPa z = β.0βmυa < γ r, r = 1.10Mυa Procenat armiranja: 1.4%

Greda 6-58 Presek - x = 0.00m 0 Ø1 5 1.0xI+0.65xII-1.0xIII -5.8 kn Mu = -0.05 knm Mu = -40.74 knm 1.0xI+0.65xII-1.0xIII -1.85 knm 5Ø1 Ø8/0 (m=) 1.0xI+0.65xII-1.0xIII Tu = -8.8 kn Tu = -0.61 kn -1.85 knm εb/εa = -β.186/10.000 Aa1 = 0.94 + 0.11` = 1.04 cm Aa = 4.14 + 0.11` = 4.4 cm Aa = 0.00 + 0.14` = 0.14 cm Aa4 = 0.00 + 0.14` = 0.14 cm Aa,uz =.1 cm/m (m=1) y = 1.8γMυa < γ r, r = 1.10MPa z = 1.17Mυa < γ r, r = 1.10Mυa Procenat armiranja: 1.4% Presek - x = 1.00m 0 Ø1 5 Ø1 Ø8/0 (m=) 1.0xI-1.0xIV -. kn Mu = -0.05 knm Mu = -9.89 knm 1.0xI+1.0xIII 0.9 knm 1.0xI+0.65xII-1.0xIII Tu = -1.01 kn Tu = -0.18 kn -0.84 knm εb/εa = -1.0δ7/10.000 Aa1 = 1.07 + 0.05` = 1.1 cm Aa = 0.89 + 0.05` = 0.94 cm Aa = 0.00 + 0.07` = 0.07 cm Aa4 = 0.00 + 0.07` = 0.07 cm Aa,uz = 0.00 cm/m (m=1) y = 0.8λMυa < r, r = 1.10Mυa z = 0.5γMυa < r, r = 1.10Mυa Procenat armiranja: 1.11% Greda 1171-1704 Presek 4-4 x = 0.54m 0 Ø1 5 1.00xI+1.0xIV 1.6 kn Mu = 0.01 knm Mu = 1.86 knm 1.xI+1.80xII -1.81 knm 1.xI+1.80xII Tu = -16.1 kn Tu = 0.08 kn -1.81 knm Ø1 Ø8/0 (m=) εb/εa = -0.587/10.000 Aa1 = 0.15 + 0.10` = 0.5 cm Aa = 0.67 + 0.10` = 0.77 cm Aa = 0.00 + 0.1` = 0.1 cm Aa4 = 0.00 + 0.1` = 0.1 cm Aa,uz = 0.97 cm/m (m=1) y = 1.δ1Mυa < γ r, r = 1.10Mυa z = 1.1δMυa < γ r, r = 1.10Mυa Procenat armiranja: 1.11% Presek 5-5 x = 1.07m 0 Ø1 5 1.0xI+0.65xII+1.0xIV 1.57 kn Mu = 0.0 knm Mu = 5.4 knm 1.xI+1.80xII -1.8 knm 1.xI+1.80xII Tu = -9.65 kn Tu = 0.06 kn -1.8 knm Ø1 Ø8/0 (m=) εb/εa = -0.61γ/10.000 Aa1 = 0.55 + 0.10` = 0.66 cm Aa = 0.00 + 0.10` = 0.10 cm Aa = 0.00 + 0.1` = 0.1 cm Aa4 = 0.00 + 0.1` = 0.1 cm Aa,uz = 0.54 cm/m (m=1) y = 1.γ1Mυa < γ r, r = 1.10Mυa z = 1.15Mυa < γ r, r = 1.10Mυa Procenat armiranja: 1.11% Presek 6-6 x = 1.61m 0 Ø1 Ø8/0 (m=) 1.xI+1.80xII -1.5 knm 1.xI+1.80xII Tu = 0.8 kn Tu = 0.04 kn -1.5 knm εb/εa = -0.875/10.000 Aa1 = 1.01 + 0.09` = 1.10 cm Aa = 0.00 + 0.09` = 0.09 cm Aa = 0.00 + 0.11` = 0.11 cm Aa4 = 0.00 + 0.11` = 0.11 cm Aa,uz = 0.00 cm/m (m=1) y = 0.λ7Mυa < r, r = 1.10Mυa z = 0.λ6Mυa < r, r = 1.10Mυa Procenat armiranja: 1.11% Presek 7-7 x =.m 0 Ø1 5 1.xI+1.80xII 0.8 kn Mu = -0.05 knm Mu = -15.61 knm 1.0xI+0.65xII-1.0xIII -0.7 knm 1.xI+1.80xII Tu = 6.66 kn Tu = -0.17 kn -0.68 knm Ø1 Ø8/0 (m=) Ø1 5 1.xI+1.80xII 0.50 kn Mu = 0.00 knm Mu = 10.16 knm εb/εa = -1.1δ6/10.000 Aa1 = 0.00 + 0.04` = 0.04 cm Aa = 1.57 + 0.04` = 1.61 cm Aa = 0.00 + 0.05` = 0.05 cm Aa4 = 0.00 + 0.05` = 0.05 cm Aa,uz = 0.00 cm/m (m=1) y = 0.71Mυa < r, r = 1.10Mυa z = 0.δ6Mυa < r, r = 1.10Mυa Procenat armiranja: 1.11%

Greda 16-6 Presek 8-8 x =.85m 0 5Ø1 Ø8/0 (m=) 1.0xI-1.0xIV -1.45 knm 1.0xI+0.65xII-1.0xIV Tu =.11 kn Tu = -0.1 kn -1.44 knm Ø1 5 1.0xI+0.65xII-1.0xIII -1.86 kn Mu = -0.1 knm Mu = -46.8 knm εb/εa = -β.β87/10.000 Aa1 =.80 + 0.08` =.88 cm Aa = 4.87 + 0.08` = 4.95 cm Aa = 0.00 + 0.11` = 0.11 cm Aa4 = 0.00 + 0.11` = 0.11 cm Aa,uz = 0.7 cm/m (m=1) y = 1.βλMυa < γ r, r = 1.10Mυa z = 0.λ1Mυa < r, r = 1.10Mυa Procenat armiranja: 1.4% Greda 10-965 Presek 9-9 x = 1.94m 0 Ø1 Ø8/0 (m=) 1.0xI+0.65xII-1.0xIV Tu = 0.84 kn Tu = -0.17 kn -0.18 knm εb/εa = -1.565/10.000 Aa1 =.11 cm Aa = 0.00 cm Aa = 0.00 cm Aa4 = 0.00 cm Aa,uz = 0.00 cm/m (m=1) y = 0.β5Mυa < r, r = 1.10Mυa z = 0.βγMυa < r, r = 1.10Mυa Procenat armiranja: 1.9% Presek 10-10 x =.84m Ø1 1.0xI+0.65xII-1.0xIII -0.10 kn Mu = -0.14 knm Mu = -1.01 knm 1.0xI+0.65xII+1.0xIV 1.90 knm 1.0xI+0.65xII+1.0xIV Tu = 9.61 kn Tu = 0.45 kn 1.90 knm εb/εa = -β.151/10.000 Aa1 = 0.00 + 0.11` = 0.11 cm Aa =.19 + 0.11` =.0 cm Aa = 0.00 + 0.0` = 0.0 cm Aa4 = 0.00 + 0.0` = 0.0 cm Aa,uz = 4.76 cm/m (m=1) Ø1 0 0 Ø8/0 (m=) y = γ.0γmυa < γ r, r = 1.10MPa z = β.δ1mυa < γ r, r = 1.10Mυa Procenat armiranja: 1.9% 1.xI+1.80xII 0.97 kn Mu = -0.00 knm Mu = 0.7 knm 1.0xI+0.65xII-1.0xIV -0.18 knm Ø1 0 Greda 0-65 Presek 11-11 x = 0.00m 0 Ø1 Ø8/0 (m=) 1.0xI+0.65xII+1.0xIII Tu = -7.44 kn Tu = 0.4 kn 0.79 knm εb/εa = -1.7λ0/10.000 Aa1 = 1.0 + 0.04` = 1.4 cm Aa =.08 + 0.04` =.1 cm Aa = 0.00 + 0.08` = 0.08 cm Aa4 = 0.00 + 0.08` = 0.08 cm Aa,uz = 0.00 cm/m (m=1) y = 1.15Mυa < γ r, r = 1.10MPa z = 1.01Mυa < r, r = 1.10Mυa Procenat armiranja: 1.9% Presek 1-1 x = 1.61m Ø1 1.xI+1.80xII -1.66 kn Mu = -0.01 knm Mu = 1.70 knm 1.0xI+0.65xII+1.0xIII 0.1 knm 1.0xI+0.65xII+1.0xIII Tu = 1.75 kn Tu = 0.9 kn 0.1 knm εb/εa = -1.β11/10.000 Aa1 = 1.5 cm Aa = 0.00 cm Aa = 0.00 cm Aa4 = 0.00 cm Aa,uz = 0.00 cm/m (m=1) Ø1 0 0 Ø8/0 (m=) y = 0.γ0Mυa < r, r = 1.10Mυa z = 0.β7Mυa < r, r = 1.10Mυa Procenat armiranja: 1.9% 1.0xI+0.65xII-1.0xIV -1.4 kn Mu = -0.18 knm Mu = -.1 knm Ø1 1.0xI+0.65xII+1.0xIII 0.79 knm 0

Greda 1704-65 y = 0.0λMυa < r, r = 1.10Mυa z = 0.07Mυa < r, r = 1.10Mυa Procenat armiranja: 1.9% Presek 14-14 x = 4.m Ø1 Presek 15-15 x = 5.5m Ø1 Ø14 Presek 1-1 x =.5m Ø1 0 Ø8/0 (m=) 0 Ø8/0 (m=) 0 Ø1 0 1.xI+1.80xII -1.4 kn Mu = -0.0 knm Mu =.8 knm 1.0xI+1.0xIII 0.06 knm 1.0xI+0.65xII+1.0xIII Tu = 1.14 kn Tu = 0.17 kn 0.06 knm εb/εa = -β.β0γ/10.000 Aa1 =. cm Aa = 0.00 cm Aa = 0.00 cm Aa4 = 0.00 cm Aa,uz = 0.00 cm/m (m=1) Ø8/0 (m=) Ø1 0 1.0xI+0.65xII+1.0xIII -0.1 kn Mu = 0.05 knm Mu =.7 knm 1.xI+1.80xII -0.59 knm 1.xI+1.80xII Tu = 7.6 kn Tu = 0.09 kn -0.59 knm εb/εa = -0.575/10.000 Aa1 = 0.5 + 0.0` = 0.9 cm Aa = 0.15 + 0.0` = 0.18 cm Aa = 0.00 + 0.06` = 0.06 cm Aa4 = 0.00 + 0.06` = 0.06 cm Aa,uz = 0.90 cm/m (m=1) y = 1.γγMυa < γ r, r = 1.10Mυa z = 0.75Mυa < r, r = 1.10MPa Procenat armiranja: 1.9% Ø1 0 1.xI+1.80xII -.76 kn Mu = 0.01 knm Mu = -61.98 knm 1.0xI+0.65xII-1.0xIV -0.57 knm 1.xI+1.80xII Tu = 49. kn Tu = 0.07 kn -0.5 knm εb/εa = -γ.500/7.δ81 Aa1 = 0.00 + 0.0` = 0.0 cm Aa = 6.84 + 0.0` = 6.87 cm Aa = 0.00 + 0.06` = 0.06 cm Aa4 = 0.00 + 0.06` = 0.06 cm Aa,uz = 1.59 cm/m (m=1) y = 1.γγMυa < γ r, r = 1.10Mυa z = 0.7γMυa < r, r = 1.10Mυa Procenat armiranja:.16% Greda 16-706 Presek 16-16 x = 1.00m 0 Ø1 Ø8/0 (m=) 1.0xI+0.65xII+1.0xIII Tu = -11.08 kn Tu = 0.50 kn.76 knm εb/εa = -1.β1β/10.000 Aa1 = 0.6 + 0.1` = 0.84 cm Aa =.78 + 0.1` =.99 cm Aa = 0.00 + 0.9` = 0.9 cm Aa4 = 0.00 + 0.9` = 0.9 cm Aa,uz = 4.81 cm/m (m=1) y = δ.λ8mυa < 5 r, r = 1.10Mυa z = δ.76mυa < 5 r, r = 1.10Mυa Procenat armiranja: 1.9% Presek 17-17 x =.4m 5Ø1 1.0xI-1.0xIV -.9 kn Mu = -0.05 knm Mu = -.9 knm 1.0xI+0.65xII-1.0xIII -0.87 knm 1.0xI+0.65xII-1.0xIII Tu = -0.19 kn Tu = -0.6 kn -0.87 knm εb/εa = -β.118/10.000 Aa1 =.9 + 0.05` =.97 cm Aa =.50 + 0.05` =.54 cm Aa = 0.00 + 0.09` = 0.09 cm Aa4 = 0.00 + 0.09` = 0.09 cm Aa,uz = 0.00 cm/m (m=1) Ø1 0 0 Ø8/0 (m=) y = 1.10Mυa < r, r = 1.10MPa z = 1.10Mυa < r, r = 1.10Mυa Procenat armiranja: 1.77% 1.00xI+1.0xIV.81 kn Mu = 0.10 knm Mu = 6.87 knm Ø1 1.0xI+0.65xII+1.0xIII.76 knm 0

Nivo: PLOCA IZNAD PRIZEMLJA +.775 [.68 m] - (d,pl=15.0 cm) : MA 500/5 (a=.0 cm) : MA 500/5 (a=.0 cm) Eb(t0) =.15e+007 kn/m Ea = e+008 kn/m fbzs = 087.81 kn/m k1 = 0.40 1 = 1.00 = β. Χ = 0.80 εs = 0.β80 Ugao = 0 Presek 1-1 X=5.51 m; Y=.96 m; Z=.68 m T = 0 M = 1.74 knm/m ug(0) = 0.1 mm T = M = 1.74 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = 0.74 knm/m ug( ) = 0.45 mm Presek - X=9.89 m; Y=.96 m; Z=.68 m T = 0 M = 4.1 knm/m ug(0) = 0.65 mm T = M = 4.1 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = 1.81 knm/m ug( ) =.45 mm Presek - X=14. m; Y=.96 m; Z=.68 m T = 0 M =.96 knm/m ug(0) = 0.18 mm T = M =.96 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = 1.7 knm/m ug( ) = 0.67 mm Presek 4-4 X=1.18 m; Y=.96 m; Z=.68 m T = 0 M = -.7 knm/m ug(0) =.06 mm T = M = -.7 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = -1.40 knm/m ug( ) = 7.76 mm = β. Χ = 0.80 εs = 0.β80 Ugao = 0 Presek 5-5 X=.54 m; Y=8.9 m; Z=.68 m T = 0 M = 1.09 knm/m ug(0) = 0.04 mm T = M = 1.09 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = 0.47 knm/m ug( ) = 0.16 mm Presek 6-6 X=5.51 m; Y=8.9 m; Z=.68 m T = 0 M = 1.65 knm/m ug(0) = 0.11 mm T = M = 1.65 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = 0.71 knm/m ug( ) = 0.4 mm

Presek 7-7 X=9.89 m; Y=8.9 m; Z=.68 m T = 0 M = 4.4 knm/m ug(0) = 0.71 mm T = M = 4.4 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = 1.86 knm/m ug( ) =.67 mm Presek 8-8 X=14. m; Y=8.9 m; Z=.68 m T = 0 M =.4 knm/m ug(0) = 0.15 mm T = M =.4 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = 0.96 knm/m ug( ) = 0.55 mm Presek 9-9 X=19.65 m; Y=8.9 m; Z=.68 m T = 0 M = 5.18 knm/m ug(0) = 0.70 mm T = M = 5.18 knm/m Merodavna kombinacija: 0.0xI+0.0xII M =. knm/m ug( ) =.6 mm = β. Χ = 0.80 εs = 0.β80 Ugao = λ0 Presek 10-10 X=.65 m; Y=8.9 m; Z=.68 m T = 0 M =.8 knm/m ug(0) = 0.50 mm T = M =.8 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = 1.64 knm/m ug( ) = 1.89 mm Presek 11-11 X=.65 m; Y=5.6 m; Z=.68 m T = 0 M = -1.61 knm/m ug(0) = 0.08 mm T = M = -1.61 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = -0.69 knm/m ug( ) = 0. mm Presek 1-1 X=.65 m; Y=.5 m; Z=.68 m T = 0 M =.78 knm/m ug(0) = 0.49 mm T = M =.78 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = 1.6 knm/m ug( ) = 1.85 mm = β. Χ = 0.80 εs = 0.β80 Ugao = λ0 Presek 1-1 X=1.69 m; Y=8.9 m; Z=.68 m T = 0 M = 4.6 knm/m ug(0) = 0.77 mm T = M = 4.6 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = 1.98 knm/m ug( ) =.91 mm Presek 14-14 X=1.69 m; Y=.5 m; Z=.68 m T = 0 M = 5.09 knm/m ug(0) = 1.16 mm T = M = 5.09 knm/m Merodavna kombinacija: 0.0xI+0.0xII M =.18 knm/m ug( ) = 4.6 mm = β. Χ = 0.80 εs = 0.β80 Ugao = λ0 Presek 15-15 X=19.1 m; Y=8.9 m; Z=.68 m T = 0 M = 6.41 knm/m ug(0) = 1.6 mm T = M = 6.41 knm/m Merodavna kombinacija: 0.0xI+0.0xII M =.75 knm/m ug( ) = 4.74 mm

Nivo: PLOCA IZNAD PRIZEMLJA +.775 [.68 m] - (d,pl=15.0 cm) : MA 500/5 (a=.0 cm) : MA 500/5 (a=.0 cm) Eb(t0) =.15e+007 kn/m Ea = e+008 kn/m fbzs = 087.81 kn/m = β. Χ = 0.80 εs = 0.β80 k1 = 0.40 1 = 1.00 Tačka 1 X=17. m; Y=5.5 m; Z=.68 m Ø8/β5 α = 0 Ø10/15 α = λ0 υravac 1μ (α=λ0 ) T = 0 Presek sa prslinom M = -17.6 knm/m [-969.75, 5787.05] kn/m [-0.βλ, 1.1δ ] k = 0.15 a1,ii = 18λ076.06 kσ/mβ β = 1.00 = 0.77 εsr = 0.7γ Mr = 8.40 knm/m a,r = λ01δδ.γ1 kσ/mβ z,ef = 1.0δ% Rastojanje prslina Lps = 10. cm Širina prslina ak(t0) = 0.17 mm T = υresek sa prslinom M = -17.6 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = -7.55 knm/m [-944.10, 57.76] kn/m [-1.0λ, 1.77 ] k = 0.15 a1,ii = β76λγβ.56 kσ/mβ β = 0.50 = 0.λ5 εsr = 1.γ1 Mr = -8.40 knm/m a,r = λ01δδ.γ1 kσ/mβ z,ef = 1.0δ% Rastojanje prslina Lps = 10. cm Širina prslina ak(t ) = 0.8 mm υravac βμ (α=180 ) T = 0 Presek sa prslinom M = -9.96 knm/m [-6549.78, 57.00] kn/m [-0.β1, 1.06 ] k = 0.15 a1,ii = 178λλ7.δ6 kσ/mβ β = 1.00 = 0.δ0 εsr = 0.γ6 Mr = 8.19 knm/m a,r = 1δ7171.δγ kσ/mβ z,ef = 0.67% Rastojanje prslina Lps = 11.70 cm Širina prslina ak(t0) = 0.071 mm T = υresek sa prslinom M = -9.96 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = -4.7 knm/m [-656.45, 7.89] kn/m [-0.8β, 1.6δ ] k = 0.15 a1,ii = β6γ016.8γ kσ/mβ β = 0.50 = 0.84 εsr = 1.11 Mr = -8.19 knm/m a,r = 1δ7171.δγ kσ/mβ z,ef = 0.67% Rastojanje prslina Lps = 11.44 cm Širina prslina ak(t ) = 0.16 mm Tačka β X=1.08 m; Y=4. m; Z=.68 m Ø8/β0 α = 0 Ø8/δ0 α = λ0 υravac 1μ (α=λ0 ) T = 0 Presek sa prslinom M = -9.66 knm/m [-687.1, 8614.7] kn/m [-0.ββ, 1.βγ ] k = 0.15 a1,ii = β0666β.05 kσ/mβ β = 1.00 = 0.δ0 εsr = 0.δ1 Mr = 8.14 knm/m a,r = 17δ155.6λ kσ/mβ z,ef = 0.66% Rastojanje prslina Lps = 1.10 cm Širina prslina ak(t0) = 0.085 mm T = υresek sa prslinom M = -9.66 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = -4.14 knm/m [-6585.8, 678.10] kn/m [-0.8δ, 1.88 ] k = 0.15 a1,ii = γ0γλλ1.68 kσ/mβ β = 0.50 = 0.8δ εsr = 1.β7 Mr = -8.14 knm/m a,r = 17δ155.6λ kσ/mβ z,ef = 0.66% Rastojanje prslina Lps = 1.00 cm Širina prslina ak(t ) = 0.59 mm

υravac βμ (α=180 ) T = 0 Presek sa prslinom M = -1.79 knm/m [-809.8, 8986.89] kn/m [-0.β6, 1.βδ ] k = 0.15 a1,ii = β077β5.γ0 kσ/mβ β = 1.00 = 0.59 εsr = 0.61 Mr = 8. knm/m a,r = 1γγ58β.8λ kσ/mβ z,ef = 0.7β% Rastojanje prslina Lps = 11.7 cm Širina prslina ak(t0) = 0.117 mm T = υresek sa prslinom M = -1.79 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = -5.48 knm/m [-7905., 7058.18] kn/m [-0.λ6, 1.λ1 ] k = 0.15 a1,ii = γ0δ818.5δ kσ/mβ β = 0.50 = 0.λ0 εsr = 1.γ8 Mr = -8. knm/m a,r = 1γγ58β.8λ kσ/mβ z,ef = 0.7β% Rastojanje prslina Lps = 10.79 cm Širina prslina ak(t ) = 0.5 mm Tačka γ X=1.08 m; Y=0.84 m; Z=.68 m Ø8/β0 α = 0 Ø8/δ0 α = λ0 υravac 1μ (α=λ0 ) T = 0 Presek bez prsline T = υresek sa prslinom M = -8.05 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = -.45 knm/m [-7758.66, 5185.8] kn/m [-0.68, 1.5δ ] k = 0.15 a1,ii = βδλ1ββ.δλ kσ/mβ β = 0.50 = 0.76 εsr = 0.λδ Mr = -8.14 knm/m a,r = 17δ155.6λ kσ/mβ z,ef = 0.66% Rastojanje prslina Lps = 1.00 cm Širina prslina ak(t ) = 0.19 mm υravac βμ (α=180 ) T = 0 Presek sa prslinom M = -10.86 knm/m [-686.85, 107.19] kn/m [-0.ββ, 1.05 ] k = 0.15 a1,ii = 176γλ7.77 kσ/mβ β = 1.00 = 0.δγ εsr = 0.γ8 Mr = 8. knm/m a,r = 1γγ58β.8λ kσ/mβ z,ef = 0.7β% Rastojanje prslina Lps = 11.7 cm Širina prslina ak(t0) = 0.07 mm T = υresek sa prslinom M = -10.86 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = -4.66 knm/m [-6688.7, 479.81] kn/m [-0.85, 1.6γ ] k = 0.15 a1,ii = β58λ80.5λ kσ/mβ β = 0.50 = 0.87 εsr = 1.1β Mr = -8. knm/m a,r = 1γγ58β.8λ kσ/mβ z,ef = 0.7β% Rastojanje prslina Lps = 10.79 cm Širina prslina ak(t ) = 0.06 mm Tačka δ X=7.66 m; Y=6.54 m; Z=.68 m Ø6/15 α = 0 Ø6/15 α = λ0 υravac 1μ (α=λ0 ) T = 0 Presek sa prslinom M = -9.95 knm/m [-66.41, 440.1] kn/m [-0.β1, 1.0λ ] k = 0.15 a1,ii = 18γ6λ6.δ0 kσ/mβ β = 1.00 = 0.δ0 εsr = 0.γ7 Mr = 8.18 knm/m a,r = 151050.λ5 kσ/mβ z,ef = 0.67% Rastojanje prslina Lps = 11.01 cm Širina prslina ak(t0) = 0.069 mm T = υresek sa prslinom M = -9.95 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = -4.7 knm/m [-6414.87, 445.88] kn/m [-0.8γ, 1.6λ ] k = 0.15 a1,ii = β6λλ65.λ6 kσ/mβ β = 0.50 = 0.8δ εsr = 1.1δ Mr = -8.18 knm/m a,r = 151050.λ5 kσ/mβ z,ef = 0.67% Rastojanje prslina Lps = 10.46 cm Širina prslina ak(t ) = 0.0 mm υravac βμ (α=180 ) T = 0 Presek sa prslinom M = -11.44 knm/m [-761.9, 955.86] kn/m [-0.βδ, 1.β6 ] k = 0.15 a1,ii = β111λλ.7β kσ/mβ β = 1.00 = 0.δλ εsr = 0.5β Mr = 8.18 knm/m a,r = 151050.λ5 kσ/mβ z,ef = 0.67% Rastojanje prslina Lps = 11.01 cm Širina prslina ak(t0) = 0.097 mm T = υresek sa prslinom M = -11.44 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = -4.90 knm/m [-7404.57, 774.95] kn/m [-0.λ1, 1.λγ ] k = 0.15 a1,ii = γ10β01.67 kσ/mβ β = 0.50 = 0.88 εsr = 1.γ7 Mr = -8.18 knm/m a,r = 151050.λ5 kσ/mβ z,ef = 0.67% Rastojanje prslina Lps = 10.46 cm Širina prslina ak(t ) = 0.4 mm Tačka 5 X=7.66 m; Y=4.54 m; Z=.68 m Øδ/β5 α = 0 Ø6/15 α = λ0 υravac 1μ (α=λ0 ) T = 0 Presek sa prslinom M = -10. knm/m [-6874.07, 5709.45] kn/m [-0.ββ, 1.1γ ] k = 0.15 a1,ii = 1λ0677.11 kσ/mβ β = 1.00 = 0.δ0 εsr = 0.γ8 Mr = 8.18 knm/m a,r = 151050.λ5 kσ/mβ z,ef = 0.67% Rastojanje prslina Lps = 11.01 cm Širina prslina ak(t0) = 0.071 mm T = υresek sa prslinom M = -10. knm/m Merodavna kombinacija: 0.0xI+0.0xII M = -4.4 knm/m [-6666.07, 5040.08] kn/m [-0.85, 1.75 ] k = 0.15 a1,ii = β80178.γγ kσ/mβ β = 0.50 = 0.85 εsr = 1.β0 Mr = -8.18 knm/m a,r = 151050.λ5 kσ/mβ z,ef = 0.67% Rastojanje prslina Lps = 10.46 cm Širina prslina ak(t ) = 0.1 mm υravac βμ (α=180 ) T = 0 Presek bez prsline T = υresek bez prsline Tačka 6 X=1.0 m; Y=10. m; Z=.68 m υravac 1μ (α=λ0 ) T = 0 Presek bez prsline T = υresek bez prsline υravac βμ (α=180 ) T = 0 Presek bez prsline T = υresek sa prslinom M = -7.01 knm/m Merodavna kombinacija: 0.0xI+0.0xII M = -.01 knm/m [-805.95, 6558.14] kn/m [-0.66, 1.λ5 ] k = 0.15 a1,ii = γβ066λ.γ7 kσ/mβ β = 0.50 = 0.6λ εsr = 1.10 Mr = -8.06 knm/m a,r = β5γ75β.65 kσ/mβ z,ef = 0.61%

Rastojanje prslina Lps = 11.49 cm Širina prslina ak(t ) = 0.15 mm Tačka 7 X=16.68 m; Y=.96 m; Z=.68 m Ø8/ α = λ0 υravac 1μ (α=0 ) T = 0 Presek bez prsline T = υresek bez prsline υravac βμ (α=λ0 ) T = 0 Presek bez prsline T = υresek sa prslinom M = 7.4 knm/m Merodavna kombinacija: 0.0xI+0.0xII M =.18 knm/m [-751.7, 5615.98] kn/m [-0.66, 1.58 ] k = 0.15 a1,ii = β571δγ.0γ kσ/mβ β = 0.50 = 0.71 εsr = 0.λβ Mr = 8.1 knm/m a,r = 1λδβγ8.16 kσ/mβ z,ef = 0.67% Rastojanje prslina Lps = 1.07 cm Širina prslina ak(t ) = 0.189 mm