Univerzitet u Nišu - Mašinski fakultet Niš

1

- Završni rad -

Izbor modela toranjske dizalice na bazi FEM rešenja

Kandidat: Mentor: Stefan Savić 1291 dr. Miomir Jovanović, red. profesor

Univerzitet u Nišu - Mašinski fakultet Niš

Izbor modela toranjske dizalice na bazi FEM

rešenja

- Završni rad -

Kandidat: Mentor: Stefan Savić 1291 dr. Miomir Jovanović, red. profesor

Niš, Oktobar 2013.

Mašinski fakultet Niš - Osnovne Akademske Studije

Predmet: CAD tehnologije Student: Stefan Savić Predmetni nastavnik: Dr Miomir Jovanović Br. indeksa: 1291/12

Završni rad

Tema: Izbor modela toranjske dizalice na bazi FEM rešenja

Modelirati noseću konstrukciju toranjske dizalice sledećih karakteristika:

Konstrukcija tornja je izraĎena od materijala S355(EN10025), L – profila 200 x 200 x 21 mm.

Strele su izraĎene od U- profila U-140 mm. Ispune su cevi Ø72x5mm.

Masa tega na kontrastreli je M2 = 11t. Korak k rešetke strele/kontrastrele je E1/E2 = 1.32/1.34m.

Uraditi :

1. Modeliranje strukture u programu (FEMAP) MS NASTRAN 2004

2. Uraditi statičku strukturnu FEM analizu

3. Pregled rešenja strukturne FEM analize

4. Analizirati noseću konstrukciju toranjske dizalice i proveriti mogućnosti poboljšanja, i

oceniti adekvatnost modelirane konstrukcije sa dve zatege

5. Predlozi za poboljšanje konstrukcije (zaključak)

*Napomena: Završni rad uraditi tehnički i estetski u skladu sa pravilima tehničkog crtanja.

Koristiti program MSC NASTRAN 2004.

PREDGOVOR

U nastojanju da se primene stečena teorijska i praktična znanja iz stručnih

predmeta na studijskom programu mašinsko inženjerstvo u saobraćaju - smer

saobraćajno mašinstvo, transport i logistika, i po savetu profesora Miomira

Jovanovića, za temu završnog rada izabrane su toranjske dizalice. U ovom radu je

izložena struktura i metodologija projektovanja konstrukcija računarom, koje smo

iskoristili u svrhu izbora adekvatnijeg modela između dve, konstrukcijski različite,

toranjske dizalice, koje su statički opterećene teretom.

SADRŢAJ

UVOD.......................................................................................................................1

1. MODELIRANJE STRUKTURE U PROGRAMU (FEMAP) MS

NASTRAN 2005.......................................................................................................2

1.1 Korišćenje računara za proračune mašina..........................................................2

1.2 Klasifikacija metoda za analizu struktura...........................................................5

2. STATIĈKA STRUKTURNA FEM ANALIZA................................................7

2.1 Formiranje modela toranjske dizalice sa 1 zategom na glavnoj streli................7

2.1.1 Predprocesiranje...............................................................................................7

2.1.2 Definisanje materijala (Model/Material) za izradu date konstrukcije

toranjske dizalice.......................................................................................................8

2.1.3 Definisanje osobina-svojstava elemenata (Model/Property) za izradu date

konstrukcije toranjske dizalice................................................................................12

2.1.4 Definisanje ukupnog opterećenja (Model/Load) na krajnjem dohvatu glavne

strele.........................................................................................................................16

2.1.5 Proces statičke strukturne FEM analize u programu MSC NASTRAN

2004.........................................................................................................................17

2.2 Formiranje modela toranjske dizalice sa 2 zatege na glavnoj streli.................19

2.2.1 Definisanje materijala (Model/Material) za izradu modela toranjske dizalice

sa dve zatege na glavnoj streli.................................................................................20

2.2.2 Definisanje svojstava elemenata (Model/Property) za izradu modela

toranjske dizalice sa dve zatege...............................................................................22

2.2.3 Definisanje ukupnog opterećenja (Model/Load) na krajnjem dohvatu glavne

strele.........................................................................................................................24

2.2.4 Proces statičke strukturne FEM analize u programu MSC NASTRAN

2004.........................................................................................................................25

3. PREGLED REŠENJA STRUKTURNE FEM ANALIZE.............................26

3.1 Rešenja strukturne FEM analize dizalice sa jednom zategom..........................26

3.2 Rešenja strukturne FEM analize dizalice sa dve zatege....................................43

4. ANALIZA NOSEĆE KONSTRUKCIJE TORANJSKE DIZALICE I

PROVERA MOGUĆNOSTI POBOLJŠANJA..................................................60

4.1 Dopušteni naponi čelika za noseće konstrukcije...............................................60

4.2 Ocena adekvatnosti modelirane konstrukcije sa dve zatege..............................62

5. ZAKLJUĈAK....................................................................................................65

LITERATURA.......................................................................................................66

UVOD

U relativno kratkom vremenu čovečanstvo je od primitivnih graĎevinskih pomagala došlo

do neverovatne tehničke razvijenosti koja mu je u mnogome olakšala i unapredila

obavljanje mnogobrojnih radova.

Bez mašina i opreme ni jedno područje savremenog inženjerstva, kao ni savremeni

čovek, ne može funkcionisati. Čovek je svoj opstanak u prirodi, prilagoĎavanju prirode

svojim potrebama i napredak, morao olakšavati različitim napravama.

Dizalice predstavljajaju jedan od najvažnijih mašina u inženjerstvu. One danas postoje u

mnogobrojnim oblicima gde su prilagoĎene za specifičnu upotrebu. Ponekad veličine

variraju u rasponu od najmanjih konzolnih dizalica koje se koriste u radionicama, do

najviših toranjskih dizalica, koje se koriste za izgradnju visokih zgrada.

U ovom radu predstavićemo toranjske dizalice.

Toranjske dizalice (engl. tower cranes, nem. Turmdrehkräne, m.), su vrsta tipičnih

graĎevinskih dizalica za prenos svih vrsta materijala unutar gradilišta, posebno u

visokogradnji i gradnji ostalih visokih konstrukcija. Sastoje se od tornja, koji je po

potrebi pokretan, na kome se nalazi strela (krak ,grana) sa opremom za dizanje tereta

pomoću užadi.

1. MODELIRANJE STRUKTURE U PROGRAMU

(FEMAP) MS NASTRAN 2005

Definicija projektovanja raĉunarom:

Proces projektovanja predstavlja nalaţenje nauĉno opravdanog tehniĉkog

rešenja koje se praktiĉno moţe realizovati, a da pri tome zadovolji i

ekonomske kriterijume.

1.1 Korišćenje raĉunara za proraĉune mašina

Proračun primenom računara je danas popularan, pre svega, zbog sve većeg broja softverskih

paketa na trţištu i mogućnosti šireg sagledavanja svojstava, tretirajući strukturu mašine velikim

brojem provera. Ova prednost je zapravo ograničenje klasičnog projektovanja koje izvodi čovek

bez računara, zbog čega su razvijane mnoge tehnike iznalaženja kritičnih lokacija i njihove

provere.

Podkategorije ove grupacije su:

a. Analiza opterećenja konstrukcije (Load analysis) sloţenih sistema i njihovo definisanje:

Kod dizalica ovim metodama se na svim pojedinim članovima identifikuju izazvani uticaji od

dejstva vetra, dinamičkih pojava u toku rada, ljuljanja tereta, havarijskih stanja, slučajnih uticaja,

kombinacija dejstava i drugo. Ovakve analize u projektovanju, zbog broja mogućih stanja

opterećenja i ukupnog broja članova konstrukcije, isključivo se rade računarom.

Slika 1.11

Toranjska dizalica

b. Proraĉun kompaktnih veza:

Sklopovi visokog stepena integracije komponenata kao što su prenosnici snaga, spojnice,

sklopovi točkova, klipne pumpe, hidro-motori, ležajevi i drugo, odlikuju se kontaktnim

naprezanjima. Za svaku kategoriju mašinskih elemenata razvijena je metodologija specifičnog

proračuna koja se izučava u mašinstvu. Svaka od ovih metodologija proračuna efikasno se

realizuje računarom a koriste se i opštije - numeričke metode mehanike kontinuuma. Jedna od tih

numeričkih metoda je FEM projektovanje računarom.

Slika 1.12 Proračun kompaktnih veza

c. Proraĉun stabilnosti konstruktivnih elemenata:

Predmet analize su: klipnjače, podizači, balansirajuće poluge (balanseri), pojasni štapovi i

štapovi ispune rešetkastih nosača, tanki zidovi različitih avio konstrukcija (krila i oplata trupa),

brodske konstrukcije itd.

Slika 1.13 Proračun stabilnosti konstruktivnih elemenata

d. Proraĉun kinematike mašinskih sistema:

To su proračuni putanja mehanizama, raznih prenosnika snage i pokretnih nosećih struktura.

Specijalizovana grafička oprema računara koristi se za brža i pouzdanija izračunavanja

kinematskih rešenja i omogućuje vizuelnu kontrolu.

Slika 1.14 Proračun kinematike mašinskih sistema

1.2 Klasifikacija metoda za analizu struktura

Metodama analize se u fazi projektovanja mašina i opreme traže odgovori o njihovim

svojstvima otpornosti, pouzdanosti, nosivosti, kinematskom ponašanju, dinamičkom odgovoru.

U domenu nosećih struktura, na se i rešavaju njihovi matematički modeli proračuna. Skup svih

zahvata traženja odgovora o svojstvima bazi fizičke forme, postavljaju se uprošćeni mehanički

modeli. Za te uprošćene mehaničke modele postavljaju složenog sistema – strukture, predstavlja

strukturnu analizu. Na bazi kriterijuma koje struktura mora da zadovolji u pogledu mehaničkih i

funkcionalnih karakteristika, analizom se ocenjuje posmatrana struktura i traže njeni nedostaci.

Očigledno, metode analize usavršavaju strukturu po sistemu "korak po korak" i one kao takve i

danas zadovoljavaju konstruktorske zahteve. Metode sinteze su mnogo pogodnije za

funkcionalne i geometrijske kreacije. One direktno daju rešenje strukture ali zahtevaju

najsavremeniji pristup, korišćenje ekspertnih znanja i efikasnih računarskih sredstava.

Primena matričnih metoda za analizu struktura, rešila je zahteve sistematskog predstavljanja

kontinuuma, uvodjenja polja spoljašnjih koncentrisanih sila, polja površinskih opterećenja kakva

se javljaju kod brodskih struktura, aviostruktura, struktura vozila i polja temperatura svojstvena

za raketne konstrukcije, toplotne turbine i nuklearne reaktore. Pogodnost matričnih metoda

analize pokazala se kod rešavanja zadataka plastičnosti, puzanja i ojačanja elemenata, kao i kod

uvodjenja istorije prethodnog opterećenja strukture.

Važan elemenat primene metoda analize, je brzina izvodjenja procedura. Dovoljnim brzinom

analiza, moguće je istovremeno razvijati više konstruktivnih varijanti i odabrati najpovoljnije

rešenje. Ideja analize dakle govori da se nizom iteracija dolazi do rešenja. Taj opšti koncept

definisan je na slici 1.21. Prema ovom konceptu, na bazi postavljenih ciljeva, formiraju se

kriterijumi za ocenu svojstava strukture. Ocena dobijenih osobina vodi modifikaciji strukture

delimično ili u celosti. Nakon korekcije, obnavlja se procedura analize modela i analize osobina,

dok postavljeni ciljevi ne budu dostignuti.

Slika 1.21 Koncept korišćenja metoda analize u projektovanju

2. STATIĈKA STRUKTURNA FEM ANALIZA

2.1 Formiranje modela toranjske dizalice(TD) sa 1 zategom na glavnoj streli

Ovaj model toranjske dizalice ima ista konstrukciona i dimenziona rešenja kao i model naveden

u zadatku na početku izrade ovog rada (dužina strele/kontrastrele,visinu tornja od podnožja,vrstu

materijala korišćenu za izradu glavnih nosača i cevi ispuna...),uz jednu razliku,a to je da na

glavnoj streli ima samo jednu zategu.

2.1.1 Predprocesiranje:

Formiranje diskretnog modela je pripremna faza - procedura pre analize metodom konačnih

elemenata. Formiranjem diskretnog modela stvara se osmišljena, uskladjena i povezana grupa

konačnih elemenata kojom je opisan kontinuum, koji je predmet analize. Formiranje modela za

analizu ima četiri faze:

• formiranje geometrijskog modela,

• formiranje idealizovanog modela,

• formiranje modela zona i

• formiranje diskretnog modela

Slika 2.1 Forma geometrijskog modela toranjske dizalice u programu MSC NASTRAN 2004

2.1.2 Definisanje materijala (Model/Material) za izradu date konstrukcije TD

U ovom koraku izrade modela dizalice definisaćemo vrste materijala potrebnih za izradu

elemenata date konstrukcije i njihive karakteristike. Potrebno je ,za željeni element, uneti

podatke o vrsti materijala (čelik S355), modulu elastičnosti E, modulu klizanja G, Poisson-ovom

koeficijentu ν, specifičnoj masi (gustini) ρ .

Slika 2.2 a) Definisanje materijala nosača

Slika 2.2 b) Štapovi glavnih nosača i štapovi ispuna

Slika 2.3 a) Definisanje materijala kontrastrele

Slika 2.3 b) Cevi ispuna , štapovi donjeg i gornjeg pojasa kontrastrele

Slika 2.4 a) Definisanje materijala glavne strele

Slika 2.4 b) Cevi ispuna , štapovi donjeg i gornjeg pojasa glavne strele

Slika 2.5 Definisanje materijala glavne zatege na glavnoj streli

Slika 2.6 Definisanje materijala zadnje zatege na kontrastreli

2.1.3 Definisanje osobina-svojstava elemenata (Model/Property) za izradu date

konstrukcije TD

U ovom koraku izrade modela dizalice definisaćemo oblik i tip (štap, cev, element punog

preseka) elemenata potrebnih za izradu konstrukcije. Potrebno je ,za željeni element, uneti

podatke o tipu elementa (Beam,Rod,Bar,Tube) i njegovom obliku-dimenzijama, pa zatim taj

element povezati sa datim materijalom(čelik S355) .

Slika 2.7 a) Definisanje tipa (BEAM) glavnih nosača

Slika 2.7 b) Definisanje oblika glavnih nosača

Slika 2.8 Definisanje tipa (BAR) i dimenzija gornjeg pojasa kontrastrele

Slika 2.9 Definisanje tipa (TUBE) i dimenzija donjeg pojasa kontrastrele

Slika 2.10 Definisanje tipa (BAR) i dimenzija gornjeg pojasa glavne strele

Slika 2.11 Definisanje tipa (TUBE) i dimenzija donjeg pojasa glavne strele

Slika 2.12 Definisanje tipa (ROD) elementa dveju zatega kontrastrele

Slika 2.13 Definisanje tipa (ROD) elementa glavne zatege na glavnoj streli

2.1.4 Definisanje ukupnog opterećenja (Model/Load) na krajnjem dohvatu glavne strele

Ovim postupkom odreĎujemo kolikim ćemo opterećenjem(silom) opteretiti konstrukciju dizalice

na maksimalnom dohvatu glavne strele (45 m). Opterećenje je teret od 2200 kg, tj. sila od 22kN .

Slika 2.14 Opterećivanje modela toranjske dizalice u programu MSC NASTRAN 2004

Slika 2.15 Definisanje veličine opterećenja toranjske dizalice

2.1.5 Proces statiĉke strukturne FEM analize u programu MSC NASTRAN 2004

Procesom statičke analize celokupnog modela toranjske dizalice dobijamo rezultate o veličini

sila, napona, pomeraja, koje se javljaju na elementima i na njihivim spojevima (čvorovima) usled

statičkog opterećenja konstrukcije teretom od 2200 kg na najvećem dohvatu glavne strele.

Slika 2.16 Statička analiza modela toranjske dizalice u programu MSC NASTRAN 2004

Slika 2.17 Izbor programa(NASTRAN) i vrste analize (statička - Static ) datog modela

Slika 2.18 Unos podataka o opterećenju(LOADS) i osloncima (CONSTRAINTS) modela

Slika 2.19 Izbor veličina (sila,napon,pomeraj), čije rezultate dobijamo na kraju statičke

analize modela u programu MSC NASTRAN 2004

2.2 Formiranje modela toranjske dizalice sa 2 zatege na glavnoj streli

Kao što je napred pomenuto, oba modela toranjske dizalice imaju ista konstrukciona i

dimenziona rešenja (dužina strele/kontrastrele,visinu tornja od podnožja,vrstu materijala

korišćenu za izradu glavnih nosača i cevi ispuna...),uz jednu razliku,a to je da na ovom modelu

na glavnoj streli imamo dve zatege.

TakoĎe,u koraku definisanja statičke strukturne analize,ponovićemo iste postupke kao u statičkoj

analizi prethodnog modela.

Slika 2.20 Forma geometrijskog modela toranjske dizalice sa dve zatege

2.2.1 Definisanje materijala (Model/Material) za izradu modela toranjske dizalice sa dve

zatege na glavnoj streli

Korišćena je ista vrsta materijala (čelik S355) kao i kod prethodnog modela sa jednom

zategom,sa istim modulom klizanja G, Poisson-ovim koeficijentom ν, gustinom ρ .

Slike 2.21 Definisanje materijala štapova glavnih nosača i štapova ispuna

Slika 2.22 Definisanje materijala zatega na streli/kontrastreli

Slika 2.23 Definisanje materijala glavne strele (cevi ispuna , štapovi donjeg i gornjeg pojasa)

Slika 2.24 Definisanje materijala kontrastrele (cevi ispuna , štapovi donjeg i gornjeg pojasa)

2.2.2 Definisanje svojstava elemenata (Model/Property) za izradu modela toranjske

dizalice sa dve zatege

U ovom koraku izrade modela dizalice korišćeni su isti oblici i tipovi elemenata (Beam, Rod,

Bar, Tube) potrebnih za izradu konstrukcije, koji su povezani sa datim materijalom (čelik S355) .

Slika 2.25 Definisanje oblika i tipa (BEAM) štapova glavnih nosača

Slika 2.26 Definisanje tipa (ROD) elementa zatega na streli/kontrastreli

TakoĎe, gornji i donji pojasevi glavne strele/kontrastrele imaju iste dimenzije i tipove elemenata

kao i prethodni model sa jednom zategom.

Slika 2.27 Definisanje tipa (BAR) i dimenzija gornjeg pojasa glavne strele

Slika 2.28 Definisanje tipa (TUBE) i dimenzija donjeg pojasa kontrastrele

2.2.3 Definisanje ukupnog opterećenja (Model/Load) na krajnjem dohvatu glavne strele

I u ovom koraku ćemo ponoviti iste postupke iz modela sa jednom zategom na glavnoj streli, jer

je u pitanju isti maksimalni dohvat strele (45m) i masa tereta od 2200kg, tj. opterećenje od 22kN.

Slika 2.29 Opterećivanje modela toranjske dizalice u programu MSC NASTRAN 2004

Slika 2.30 Definisanje veličine opterećenja toranjske dizalice

2.2.4 Proces statiĉke strukturne FEM analize u programu MSC NASTRAN 2004

Proces izdavanja naredbi pri definisanju postupaka statičke strukturne analize modela sa dve

zatege na glavnoj streli u programu MSC NASTRAN je isti kao kod modela sa jednom zategom.

Slika 2.31 Izbor programa(NASTRAN) i vrste analize (statička - Static ) modela sa 2 zatege

Slika 2.32 Izbor veličina (Force,Stress,Displacements), čije rezultate dobijamo na kraju

statičke analize modela u programu MSC NASTRAN 2004

3. PREGLED REŠENJA STRUKTURNE FEM ANALIZE

3.1 Rešenja strukturne FEM analize dizalice sa jednom zategom

Iz statičke strukturne analize toranjske dizalice sa jednom zategom na glavnoj streli dobijeni su

sledeći rezultati:

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Material 1 - C-0561 TD Type ISOTROPIC Color 104 Layer 1 #Prop/Ply 58 Density 7850. Damping 0. Ref Temp 0. STIFFNESS E 2.1E+11 G 80800000000. Nu 0.3 STRENGTH Tension 0. Compress 0. Shear 0. THERMAL Alpha 0. K 0. SpecHeat 0. HtGen 0. OPTICAL Front Off Reverse Off Material 2 - CELICNO UZE Type ISOTROPIC Color 104 Layer 1 #Prop/Ply 1 Density 7850. Damping 0. Ref Temp 70. STIFFNESS E 70000000000. G 26500000000. Nu 0.3 STRENGTH Tension 0. Compress 0. Shear 0. THERMAL Alpha 0. K 0. SpecHeat 0. HtGen 0. OPTICAL Front Off Reverse Off Material 3 - BETONSKI FUNDAMENT Type ISOTROPIC Color 104 Layer 1 #Prop/Ply 2 Density 2050. Damping 0. Ref Temp 0. STIFFNESS E 40000000000. G 16666000000. Nu 0.2 STRENGTH Tension 0. Compress 0. Shear 0. THERMAL Alpha 0. K 0. SpecHeat 0. HtGen 0. OPTICAL Front Off Reverse Off Material 4 - ELEKTRO-ORMAN Type ISOTROPIC Color 4 Layer 1 #Prop/Ply 1 Density 600. Damping 0. Ref Temp 0. STIFFNESS E 1000000. G 700000. Nu 0.3 STRENGTH Tension 0. Compress 0. Shear 0. THERMAL Alpha 0. K 0. SpecHeat 0. HtGen 0. OPTICAL Front Off Reverse Off

Material 11 - TEG Type ISOTROPIC Color 50 Layer 1 #Prop/Ply 1 Density 3020. Damping 0. Ref Temp 0. STIFFNESS E 2100000000. G 6000000. Nu 0.3 STRENGTH Tension 0. Compress 0. Shear 0. THERMAL Alpha 0. K 0. SpecHeat 0. HtGen 0. OPTICAL Front Off Reverse Off

Property 1 - L 200x21 Type BEAM Color 110 Layer 1 Material 1 #Elem 68 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.2 Width 0.2 Thick, Bottom 0.021 Thickness 0.021 End A Area 0.007959 ShearAr, K1 0.0034447 ShearAr, K2 0.0034447 I1 0.000030028 I2 0.000030028 I12 -0.000017754 NS Mass/Len 0. Warp Const 0. J 0.0000011498 Perimeter 0.8 Neutral Axis Off A: Y 0.046565 Z 0.046565 Neutral Axis Off B: Y 0.046565 Z 0.046565 Y -0.011165 Z -0.011165 Y 0.18884 Z -0.011165 Y 0.0098351 Z 0.18884 Y -0.011165 Z 0.18884 Property 2 - U 180 Type BEAM Color 110 Layer 1 Material 1 #Elem 18 SHAPE - Channel (C) Section Poisson Ratio 0. Height 0.18 Width, Top 0.07 Width, Bottom 0.07 Thick, Top 0.011 Thick, Bottom 0.011 Thickness 0.008 End A Area 0.002804 ShearAr, K1 0.00092119 ShearAr, K2 0.0012579 I1 0.0000013027 I2 0.000013641 I12 0. NS Mass/Len 0. Warp Const 0. J 8.63341E-8 Perimeter 0.624 Neutral Axis Off A: Y 0.041771 Z 0. Neutral Axis Off B: Y 0.041771 Z 0. Y 0.020746 Z -0.09 Y 0.090746 Z -0.09 Y 0.090746 Z 0.09 Y 0.020746 Z 0.09 Property 3 - L 175x18 Type BEAM Color 110 Layer 1 Material 1 #Elem 42 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.175 Width 0.175 Thick, Bottom 0.018 Thickness 0.018 End A Area 0.005976 ShearAr, K1 0.0025828 ShearAr, K2 0.0025828 I1 0.000017295 I2 0.000017295 I12 -0.000010232 NS Mass/Len 0. Warp Const 0. J 6.3529E-7 Perimeter 0.7 Neutral Axis Off A: Y 0.040818 Z 0.040818 Neutral Axis Off B: Y 0.040818 Z 0.040818 Y -0.0095597 Z -0.0095597 Y 0.16544 Z -0.0095597 Y 0.0084403 Z 0.16544 Y -0.0095597 Z 0.16544 Property 4 - U 140x60 Type BEAM Color 110 Layer 1 Material 1 #Elem 7 SHAPE - Channel (C) Section Poisson Ratio 0. Height 0.14 Width, Top 0.06 Width, Bottom 0.06 Thick, Top 0.01 Thick, Bottom 0.01 Thickness 0.007 End A Area 0.00204 ShearAr, K1 0.00074747 ShearAr, K2 0.00084217 I1 7.1042E-7 I2 0.000006088 I12 0. NS Mass/Len 0. Warp Const 0. J 5.15314E-8 Perimeter 0.506 Neutral Axis Off A: Y 0.037389 Z 0. Neutral Axis Off B: Y 0.037389 Z 0. Y 0.018301 Z -0.07 Y 0.078301 Z -0.07 Y 0.078301 Z 0.07 Y 0.018301 Z 0.07 Property 5 - Cev cetvrtasta 130x120x11 Type BEAM Color 110 Layer 1 Material 1 #Elem 1 SHAPE - Rectangular Tube Poisson Ratio 0.

Height 0.13 Width 0.12 Thickness 0.011 End A Area 0.005016 ShearAr, K1 0.0021852 ShearAr, K2 0.0024436 I1 0.000010249 I2 0.000011682 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000017087 Perimeter 0.5 Neutral Axis Off A: Y -0.000013233 Z -0.000015279 Neutral Axis Off B: Y -0.000013233 Z -0.000015279 Y -0.060013 Z -0.065015 Y 0.059987 Z -0.065015 Y 0.059987 Z 0.064985 Y -0.060013 Z 0.064985 Property 6 - L 150x16 Type BEAM Color 110 Layer 1 Material 1 #Elem 7 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.15 Width 0.15 Thick, Bottom 0.016 Thickness 0.016 End A Area 0.004544 ShearAr, K1 0.0019691 ShearAr, K2 0.0019691 I1 0.0000096291 I2 0.0000096291 I12 -5.6903E-6 NS Mass/Len 0. Warp Const 0. J 3.8092E-7 Perimeter 0.6 Neutral Axis Off A: Y 0.034873 Z 0.034873 Neutral Axis Off B: Y 0.034873 Z 0.034873 Y -0.0085146 Z -0.0085144 Y 0.14149 Z -0.0085144 Y 0.0074854 Z 0.14149 Y -0.0085146 Z 0.14149 Property 7 - L 120x12 Type BEAM Color 110 Layer 1 Material 1 #Elem 7 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.12 Width 0.12 Thick, Bottom 0.012 Thickness 0.012 End A Area 0.002736 ShearAr, K1 0.00118 ShearAr, K2 0.00118 I1 0.0000037326 I2 0.0000037326 I12 -0.00000221 NS Mass/Len 0. Warp Const 0. J 1.2936E-7 Perimeter 0.48 Neutral Axis Off A: Y 0.02806 Z 0.02806 Neutral Axis Off B: Y 0.02806 Z 0.02806 Y -0.006361 Z -0.0063611 Y 0.11364 Z -0.0063611 Y 0.005639 Z 0.11364 Y -0.006361 Z 0.11364 Property 8 - L 90x10 Type BEAM Color 110 Layer 1 Material 1 #Elem 48 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.09 Width 0.09 Thick, Bottom 0.01 Thickness 0.01 End A Area 0.0017 ShearAr, K1 0.00073921 ShearAr, K2 0.00073921 I1 0.0000012918 I2 0.0000012918 I12 -7.6235E-7 NS Mass/Len 0. Warp Const 0. J 5.56831E-8 Perimeter 0.36 Neutral Axis Off A: Y 0.02084 Z 0.02084 Neutral Axis Off B: Y 0.02084 Z 0.02084 Y -0.0053369 Z -0.0053369 Y 0.084663 Z -0.0053369 Y 0.0046631 Z 0.084663 Y -0.0053369 Z 0.084663 Property 9 - L 80x9 Type BEAM Color 110 Layer 1 Material 1 #Elem 61 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.08 Width 0.08 Thick, Bottom 0.009 Thickness 0.009 End A Area 0.001359 ShearAr, K1 0.00059155 ShearAr, K2 0.00059155 I1 8.1496E-7 I2 8.1496E-7 I12 -4.8073E-7

NS Mass/Len 0. Warp Const 0. J 3.60423E-8 Perimeter 0.32 Neutral Axis Off A: Y 0.018501 Z 0.018501 Neutral Axis Off B: Y 0.018501 Z 0.018501 Y -0.0048071 Z -0.0048071 Y 0.075193 Z -0.0048071 Y 0.0041929 Z 0.075193 Y -0.0048071 Z 0.075193 Property 10 - reduktor dizanja Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0. Height 0.3 Width 0.166 End A Area 0.0498 ShearAr, K1 0.042359 ShearAr, K2 0.042326 I1 0.00011436 I2 0.0003735 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00029934 Perimeter 0.932 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.083 Z -0.15 Y 0.083 Z -0.15 Y 0.083 Z 0.15 Y -0.083 Z 0.15 Property 11 - Reduktor dizanja Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0. Height 0.3 Width 0.166 End A Area 0.0498 ShearAr, K1 0.042359 ShearAr, K2 0.042326 I1 0.00011436 I2 0.0003735 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00029934 Perimeter 0.932 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.083 Z -0.15 Y 0.083 Z -0.15 Y 0.083 Z 0.15 Y -0.083 Z 0.15 Property 12 - reduktor Type BEAM Color 110 Layer 1 Material 1 #Elem 1 SHAPE - Rectangular Bar Poisson Ratio 0. Height 0.3 Width 0.166 End A Area 0.0498 ShearAr, K1 0.042359 ShearAr, K2 0.042326 I1 0.00011436 I2 0.0003735 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00029934 Perimeter 0.932 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.083 Z -0.15 Y 0.083 Z -0.15 Y 0.083 Z 0.15 Y -0.083 Z 0.15 Property 13 - Motor Type BEAM Color 110 Layer 1 Material 1 #Elem 2 SHAPE - Circular Bar Poisson Ratio 0. Radius 0.12 End A Area 0.04522 ShearAr, K1 0.040089 ShearAr, K2 0.040088 I1 0.00016286 I2 0.00016286 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00032545 Perimeter 0.75398 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y 0. Z -0.12 Y 0.12 Z 0. Y 0. Z 0.12 Y -0.12 Z 0. Property 14 - Fi 60 pojas strele Type BEAM Color 110 Layer 1 Material 1 #Elem 11 SHAPE - Circular Bar Poisson Ratio 0.3 Radius 0.03

End A Area 0.0028274 ShearAr, K1 0.0025056 ShearAr, K2 0.0025056 I1 6.3617E-7 I2 6.3617E-7 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000012713 Perimeter 0.1885 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y 0. Z -0.03 Y 0.03 Z 0. Y 0. Z 0.03 Y -0.03 Z 0. Property 15 - Fi 72x4.7 Type BEAM Color 110 Layer 1 Material 1 #Elem 137 SHAPE - Circular Tube Poisson Ratio 0.3 Radius 0.036 Thickness 0.0047 End A Area 0.00099372 ShearAr, K1 0.00053139 ShearAr, K2 0.00053139 I1 5.6535E-7 I2 5.6535E-7 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000011305 Perimeter 0.2262 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y 0. Z -0.036 Y 0.036 Z 0. Y 0. Z 0.036 Y -0.036 Z 0. Property 16 - Fi 61 gornji pojas strele Type BEAM Color 110 Layer 1 Material 1 #Elem 7 SHAPE - Circular Bar Poisson Ratio 0.3 Radius 0.0355 End A Area 0.0039592 ShearAr, K1 0.0035085 ShearAr, K2 0.0035085 I1 0.0000012474 I2 0.0000012474 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000024927 Perimeter 0.22305 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y 0. Z -0.0355 Y 0.0355 Z 0. Y 0. Z 0.0355 Y -0.0355 Z 0. Property 17 - Fornji pojas strele Fi72+35 Type BEAM Color 110 Layer 1 Material 1 #Elem 15 SHAPE - General Section Poisson Ratio 0.3 End A Area 0.0047861 ShearAr, K1 0.0039559 ShearAr, K2 0.0040642 I1 0.0000013951 I2 0.0000025621 I12 2.8666E-14 NS Mass/Len 0. Warp Const 0. J 0.0000031662 Perimeter 0.2717 Neutral Axis Off A: Y 0. Z 0.0035682 Neutral Axis Off B: Y 0. Z 0.0035682 Y -0.0175 Z 0.05187 Y -0.0053068 Z -0.038737 Y 0.0053066 Z -0.038737 Y 0.0175 Z 0.05187 Property 18 - Fi 72+30 Type BEAM Color 110 Layer 1 Material 1 #Elem 10 SHAPE - General Section Poisson Ratio 0.3 End A Area 0.0050308 ShearAr, K1 0.0040466 ShearAr, K2 0.004151 I1 0.0000014199 I2 0.0000031883 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000032864 Perimeter 0.28569 Neutral Axis Off A: Y 0. Z 0.0053246 Neutral Axis Off B: Y 0. Z 0.0053246 Y -0.0175 Z 0.058103 Y -0.0067449 Z -0.039259 Y 0.0045108 Z -0.039613 Y 0.0175 Z 0.058103 Property 19 - Fi 50 gornji pojas strele Type BEAM Color 110 Layer 1 Material 1 #Elem 8 SHAPE - Circular Bar Poisson Ratio 0.3

Radius 0.025 End A Area 0.0019635 ShearAr, K1 0.00174 ShearAr, K2 0.00174 I1 0.0000003068 I2 0.0000003068 I12 0. NS Mass/Len 0. Warp Const 0. J 6.1308E-7 Perimeter 0.15708 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y 0. Z -0.025 Y 0.025 Z 0. Y 0. Z 0.025 Y -0.025 Z 0. Property 20 - Prvi poprwcni profil strele Type BEAM Color 110 Layer 1 Material 1 #Elem 7 SHAPE - Rectangular Tube Poisson Ratio 0.3 Height 0.14 Width 0.14 Thickness 0.012 End A Area 0.006144 ShearAr, K1 0.0028258 ShearAr, K2 0.0028258 I1 0.000016925 I2 0.000016925 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000026412 Perimeter 0.56 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.07 Z -0.07 Y 0.07 Z -0.07 Y 0.07 Z 0.07 Y -0.07 Z 0.07 Property 21 - Zatega kontratega Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0.3 Height 0.09 Width 0.05 End A Area 0.0045 ShearAr, K1 0.0038274 ShearAr, K2 0.0038248 I1 0.0000009375 I2 0.0000030375 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000024489 Perimeter 0.28 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.025 Z -0.045 Y 0.025 Z -0.045 Y 0.025 Z 0.045 Y -0.025 Z 0.045 Property 22 - Glavna zatega Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0.3 Height 0.16 Width 0.03 End A Area 0.0048 ShearAr, K1 0.0041001 ShearAr, K2 0.0040792 I1 0.00000036 I2 0.00001024 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000012742 Perimeter 0.38 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.015 Z -0.08 Y 0.015 Z -0.08 Y 0.015 Z 0.08 Y -0.015 Z 0.08 Property 23 - SAJLA Fi 20 Type BEAM Color 110 Layer 1 Material 2 #Elem 0 SHAPE - Circular Bar Poisson Ratio 0.3 Radius 0.01 End A Area 0.00031416 ShearAr, K1 0.0002784 ShearAr, K2 0.0002784 I1 7.85398E-9 I2 7.85398E-9 I12 0. NS Mass/Len 0. Warp Const 0. J 1.56947E-8 Perimeter 0.062832 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y 0. Z -0.01 Y 0.01 Z 0. Y 0. Z 0.01 Y -0.01 Z 0. Property 24 - L 190x20

Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.19 Width 0.19 Thick, Bottom 0.02 Thickness 0.02 End A Area 0.0072 ShearAr, K1 0.0031169 ShearAr, K2 0.0031169 I1 0.00002451 I2 0.00002451 I12 -0.00001449 NS Mass/Len 0. Warp Const 0. J 9.4349E-7 Perimeter 0.76 Neutral Axis Off A: Y 0.044227 Z 0.044227 Neutral Axis Off B: Y 0.044227 Z 0.044227 Y -0.010634 Z -0.010634 Y 0.17937 Z -0.010634 Y 0.0093657 Z 0.17937 Y -0.010634 Z 0.17937 Property 25 - U 180 Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Channel (C) Section Poisson Ratio 0. Height 0.18 Width, Top 0.07 Width, Bottom 0.07 Thick, Top 0.011 Thick, Bottom 0.011 Thickness 0.008 End A Area 0.002804 ShearAr, K1 0.00092119 ShearAr, K2 0.0012579 I1 0.0000013027 I2 0.000013641 I12 0. NS Mass/Len 0. Warp Const 0. J 8.63341E-8 Perimeter 0.624 Neutral Axis Off A: Y 0.041771 Z 0. Neutral Axis Off B: Y 0.041771 Z 0. Y 0.020746 Z -0.09 Y 0.090746 Z -0.09 Y 0.090746 Z 0.09 Y 0.020746 Z 0.09 Property 26 - L 175x18 Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.175 Width 0.175 Thick, Bottom 0.018 Thickness 0.018 End A Area 0.005976 ShearAr, K1 0.0025828 ShearAr, K2 0.0025828 I1 0.000017295 I2 0.000017295 I12 -0.000010232 NS Mass/Len 0. Warp Const 0. J 6.3529E-7 Perimeter 0.7 Neutral Axis Off A: Y 0.040818 Z 0.040818 Neutral Axis Off B: Y 0.040818 Z 0.040818 Y -0.0095597 Z -0.0095597 Y 0.16544 Z -0.0095597 Y 0.0084403 Z 0.16544 Y -0.0095597 Z 0.16544 Property 27 - U 140x60 Type BEAM Color 110 Layer 1 Material 1 #Elem 10 SHAPE - Channel (C) Section Poisson Ratio 0. Height 0.14 Width, Top 0.06 Width, Bottom 0.06 Thick, Top 0.01 Thick, Bottom 0.01 Thickness 0.007 End A Area 0.00204 ShearAr, K1 0.00074747 ShearAr, K2 0.00084217 I1 7.1042E-7 I2 0.000006088 I12 0. NS Mass/Len 0. Warp Const 0. J 5.15314E-8 Perimeter 0.506 Neutral Axis Off A: Y 0.037389 Z 0. Neutral Axis Off B: Y 0.037389 Z 0. Y 0.018301 Z -0.07 Y 0.078301 Z -0.07 Y 0.078301 Z 0.07 Y 0.018301 Z 0.07 Property 28 - Cev cetvrtasta 130x120x11 Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Tube Poisson Ratio 0. Height 0.13 Width 0.12 Thickness 0.011

End A Area 0.005016 ShearAr, K1 0.0021852 ShearAr, K2 0.0024436 I1 0.000010249 I2 0.000011682 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000017087 Perimeter 0.5 Neutral Axis Off A: Y -0.000013233 Z -0.000015279 Neutral Axis Off B: Y -0.000013233 Z -0.000015279 Y -0.060013 Z -0.065015 Y 0.059987 Z -0.065015 Y 0.059987 Z 0.064985 Y -0.060013 Z 0.064985 Property 29 - L 150x16 Type BEAM Color 110 Layer 1 Material 1 #Elem 28 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.15 Width 0.15 Thick, Bottom 0.016 Thickness 0.016 End A Area 0.004544 ShearAr, K1 0.0019691 ShearAr, K2 0.0019691 I1 0.0000096291 I2 0.0000096291 I12 -5.6903E-6 NS Mass/Len 0. Warp Const 0. J 3.8092E-7 Perimeter 0.6 Neutral Axis Off A: Y 0.034873 Z 0.034873 Neutral Axis Off B: Y 0.034873 Z 0.034873 Y -0.0085146 Z -0.0085144 Y 0.14149 Z -0.0085144 Y 0.0074854 Z 0.14149 Y -0.0085146 Z 0.14149 Property 30 - L 120x12 Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.12 Width 0.12 Thick, Bottom 0.012 Thickness 0.012 End A Area 0.002736 ShearAr, K1 0.00118 ShearAr, K2 0.00118 I1 0.0000037326 I2 0.0000037326 I12 -0.00000221 NS Mass/Len 0. Warp Const 0. J 1.2936E-7 Perimeter 0.48 Neutral Axis Off A: Y 0.02806 Z 0.02806 Neutral Axis Off B: Y 0.02806 Z 0.02806 Y -0.006361 Z -0.0063611 Y 0.11364 Z -0.0063611 Y 0.005639 Z 0.11364 Y -0.006361 Z 0.11364 Property 31 - L 90x10 Type BEAM Color 110 Layer 1 Material 1 #Elem 17 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.09 Width 0.09 Thick, Bottom 0.01 Thickness 0.01 End A Area 0.0017 ShearAr, K1 0.00073921 ShearAr, K2 0.00073921 I1 0.0000012918 I2 0.0000012918 I12 -7.6235E-7 NS Mass/Len 0. Warp Const 0. J 5.56831E-8 Perimeter 0.36 Neutral Axis Off A: Y 0.02084 Z 0.02084 Neutral Axis Off B: Y 0.02084 Z 0.02084 Y -0.0053369 Z -0.0053369 Y 0.084663 Z -0.0053369 Y 0.0046631 Z 0.084663 Y -0.0053369 Z 0.084663 Property 32 - L 80x9 Type BEAM Color 110 Layer 1 Material 1 #Elem 44 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.08 Width 0.08 Thick, Bottom 0.009 Thickness 0.009 End A Area 0.001359 ShearAr, K1 0.00059155 ShearAr, K2 0.00059155 I1 8.1496E-7 I2 8.1496E-7 I12 -4.8073E-7 NS Mass/Len 0. Warp Const 0. J 3.60423E-8

Perimeter 0.32 Neutral Axis Off A: Y 0.018501 Z 0.018501 Neutral Axis Off B: Y 0.018501 Z 0.018501 Y -0.0048071 Z -0.0048071 Y 0.075193 Z -0.0048071 Y 0.0041929 Z 0.075193 Y -0.0048071 Z 0.075193 Property 33 - reduktor dizanja Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0. Height 0.3 Width 0.166 End A Area 0.0498 ShearAr, K1 0.042359 ShearAr, K2 0.042326 I1 0.00011436 I2 0.0003735 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00029934 Perimeter 0.932 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.083 Z -0.15 Y 0.083 Z -0.15 Y 0.083 Z 0.15 Y -0.083 Z 0.15 Property 34 - Reduktor dizanja Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0. Height 0.3 Width 0.166 End A Area 0.0498 ShearAr, K1 0.042359 ShearAr, K2 0.042326 I1 0.00011436 I2 0.0003735 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00029934 Perimeter 0.932 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.083 Z -0.15 Y 0.083 Z -0.15 Y 0.083 Z 0.15 Y -0.083 Z 0.15 Property 35 - reduktor Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0. Height 0.3 Width 0.166 End A Area 0.0498 ShearAr, K1 0.042359 ShearAr, K2 0.042326 I1 0.00011436 I2 0.0003735 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00029934 Perimeter 0.932 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.083 Z -0.15 Y 0.083 Z -0.15 Y 0.083 Z 0.15 Y -0.083 Z 0.15 Property 36 - Motor Type BEAM Color 110 Layer 1 Material 1 #Elem 4 SHAPE - Circular Bar Poisson Ratio 0. Radius 0.12 End A Area 0.04522 ShearAr, K1 0.040089 ShearAr, K2 0.040088 I1 0.00016286 I2 0.00016286 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00032545 Perimeter 0.75398 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y 0. Z -0.12 Y 0.12 Z 0. Y 0. Z 0.12 Y -0.12 Z 0. Property 37 - Fi 61 pojas Type BEAM Color 110 Layer 1 Material 1 #Elem 43 SHAPE - Circular Bar Poisson Ratio 0. Radius 0.0305 End A Area 0.0029225 ShearAr, K1 0.0025898 ShearAr, K2 0.0025898

I1 6.7966E-7 I2 6.7966E-7 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000013582 Perimeter 0.19164 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y 0. Z -0.0305 Y 0.0305 Z 0. Y 0. Z 0.0305 Y -0.0305 Z 0. Property 38 - Fi 42.3x2.64 Type BEAM Color 110 Layer 1 Material 1 #Elem 286 SHAPE - Circular Tube Poisson Ratio 0. Radius 0.02115 Thickness 0.00264 End A Area 0.00032893 ShearAr, K1 0.00017577 ShearAr, K2 0.00017577 I1 6.49594E-8 I2 6.49594E-8 I12 0. NS Mass/Len 0. Warp Const 0. J 1.2989E-7 Perimeter 0.13289 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y 0. Z -0.02115 Y 0.02115 Z 0. Y 0. Z 0.02115 Y -0.02115 Z 0. Property 39 - Uzduzni pojas kontra U14x Type BEAM Color 110 Layer 1 Material 1 #Elem 190 SHAPE - Rectangular Tube Poisson Ratio 0. Height 0.14 Width 0.06 Thickness 0.01 End A Area 0.0036 ShearAr, K1 0.00075145 ShearAr, K2 0.0025429 I1 0.00000188 I2 0.00000796 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000050107 Perimeter 0.4 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.03 Z -0.07 Y 0.03 Z -0.07 Y 0.03 Z 0.07 Y -0.03 Z 0.07 Property 40 - KONTRATEG 2.2 t Type BEAM Color 110 Layer 1 Material 11 #Elem 15 SHAPE - Rectangular Bar Poisson Ratio 0.3 Height 1.025 Width 0.35 End A Area 0.35875 ShearAr, K1 0.30546 ShearAr, K2 0.30489 I1 0.0036622 I2 0.031409 I12 0. NS Mass/Len 0. Warp Const 0. J 0.011517 Perimeter 2.75 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.175 Z -0.5125 Y 0.175 Z -0.5125 Y 0.175 Z 0.5125 Y -0.175 Z 0.5125 Property 41 - PLOCA Type PLATE Color 110 Layer 1 Material 1 #Elem 11 Bending Matl 0 TrShear Matl 0 CouplingMatl 0 Thickness 0.01 Top Fiber 0. Bot Fiber 0. NS Mass/Area 0. 12I/T**3 0. Tshear/T 0. Property 42 - U 120 Type BEAM Color 110 Layer 1 Material 1 #Elem 13 SHAPE - Channel (C) Section Poisson Ratio 0.3 Height 0.12 Width, Top 0.055 Width, Bottom 0.055 Thick, Top 0.009 Thick, Bottom 0.009 Thickness 0.007 End A Area 0.001704 ShearAr, K1 0.00064432 ShearAr, K2 0.00070761 I1 4.9142E-7 I2 0.0000036752 I12 0.

NS Mass/Len 0. Warp Const 0. J 3.72353E-8 Perimeter 0.446 Neutral Axis Off A: Y 0.033595 Z 0. Neutral Axis Off B: Y 0.033595 Z 0. Y 0.016151 Z -0.06 Y 0.071152 Z -0.06 Y 0.071152 Z 0.06 Y 0.016151 Z 0.06 Property 43 - OKVIR ispod RE lezaja 160x100x10 Type BEAM Color 110 Layer 1 Material 1 #Elem 17 SHAPE - Rectangular Tube Poisson Ratio 0.3 Height 0.16 Width 0.1 Thickness 0.008 End A Area 0.003904 ShearAr, K1 0.0011966 ShearAr, K2 0.0023153 I1 0.0000062209 I2 0.000013231 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000013265 Perimeter 0.52 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.05 Z -0.08 Y 0.05 Z -0.08 Y 0.05 Z 0.08 Y -0.05 Z 0.08 Property 44 - PLOCA ispod obrtnog lezaja 120x12 Type BEAM Color 110 Layer 1 Material 1 #Elem 7 SHAPE - Rectangular Bar Poisson Ratio 0.3 Height 0.12 Width 0.012 End A Area 0.00144 ShearAr, K1 0.00123 ShearAr, K2 0.0012236 I1 1.728E-8 I2 0.000001728 I12 0. NS Mass/Len 0. Warp Const 0. J 6.49606E-8 Perimeter 0.264 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.006 Z -0.06 Y 0.006 Z -0.06 Y 0.006 Z 0.06 Y -0.006 Z 0.06 Property 45 - ROTE ERDE 1500 mm Type BEAM Color 110 Layer 1 Material 1 #Elem 13 SHAPE - Rectangular Bar Poisson Ratio 0.3 Height 0.16 Width 0.14 End A Area 0.0224 ShearAr, K1 0.019045 ShearAr, K2 0.019041 I1 0.000036587 I2 0.000047787 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000070028 Perimeter 0.6 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.07 Z -0.08 Y 0.07 Z -0.08 Y 0.07 Z 0.08 Y -0.07 Z 0.08 Property 46 - I 100 x 60 potpora Rote Erde lezaja Type BEAM Color 110 Layer 1 Material 1 #Elem 9 SHAPE - I-Beam or Wide Flange (W) Poisson Ratio 0.3 Height 0.12 Width, Top 0.08 Width, Bottom 0.08 Thick, Top 0.008 Thick, Bottom 0.008 Thickness 0.008 End A Area 0.002112 ShearAr, K1 0.0012112 ShearAr, K2 0.00086266 I1 0.0000006871 I2 0.0000047708 I12 0. NS Mass/Len 0. Warp Const 0. J 4.64334E-8 Perimeter 0.544 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.04 Z -0.06 Y 0.04 Z -0.06 Y 0.04 Z 0.06 Y -0.04 Z 0.06 Property 47 - KOSO REBRO na boku 60x120x8 Type BEAM Color 110 Layer 1 Material 1 #Elem 4

SHAPE - Rectangular Tube Poisson Ratio 0.3 Height 0.12 Width 0.06 Thickness 0.008 End A Area 0.002624 ShearAr, K1 0.0006506 ShearAr, K2 0.0017446 I1 0.0000014217 I2 0.0000045155 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000034944 Perimeter 0.36 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.03 Z -0.06 Y 0.03 Z -0.06 Y 0.03 Z 0.06 Y -0.03 Z 0.06 Property 48 - PLOCA d=8 mm Type PLATE Color 110 Layer 1 Material 1 #Elem 21 Bending Matl 0 TrShear Matl 0 CouplingMatl 0 Thickness 0.008 Top Fiber 0. Bot Fiber 0. NS Mass/Area 0. 12I/T**3 0. Tshear/T 0. Property 49 - Veza sa Rotte Erde 200x200x20 Type BEAM Color 110 Layer 1 Material 1 #Elem 27 SHAPE - Rectangular Tube Poisson Ratio 0.3 Height 0.1 Width 0.1 Thickness 0.02 End A Area 0.0064 ShearAr, K1 0.0033535 ShearAr, K2 0.0033535 I1 0.0000072533 I2 0.0000072533 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000011836 Perimeter 0.4 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.05 Z -0.05 Y 0.05 Z -0.05 Y 0.05 Z 0.05 Y -0.05 Z 0.05 Property 50 - Baza vrha tornja 280x190x12.5 Type BEAM Color 110 Layer 1 Material 1 #Elem 14 SHAPE - Rectangular Tube Poisson Ratio 0.3 Height 0.28 Width 0.19 Thickness 0.0125 End A Area 0.011125 ShearAr, K1 0.0036662 ShearAr, K2 0.0063033 I1 0.000064586 I2 0.00011958 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00013038 Perimeter 0.94 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.095 Z -0.14 Y 0.095 Z -0.14 Y 0.095 Z 0.14 Y -0.095 Z 0.14 Property 51 - Kutija 80x80x10 Type BEAM Color 110 Layer 1 Material 1 #Elem 15 SHAPE - Rectangular Tube Poisson Ratio 0.3 Height 0.08 Width 0.08 Thickness 0.01 End A Area 0.0028 ShearAr, K1 0.0013353 ShearAr, K2 0.0013353 I1 0.0000023333 I2 0.0000023333 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000037023 Perimeter 0.32 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.04 Z -0.04 Y 0.04 Z -0.04 Y 0.04 Z 0.04 Y -0.04 Z 0.04 Property 52 - U260x90x16 Type BEAM Color 110 Layer 1 Material 1 #Elem 24 SHAPE - Rectangular Tube Poisson Ratio 0.3

Height 0.26 Width 0.09 Thickness 0.016 End A Area 0.010176 ShearAr, K1 0.0016079 ShearAr, K2 0.0075727 I1 0.000012088 I2 0.000074534 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000034911 Perimeter 0.7 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.045 Z -0.13 Y 0.045 Z -0.13 Y 0.045 Z 0.13 Y -0.045 Z 0.13 Property 53 - ploca d=20 mm Type PLATE Color 110 Layer 1 Material 1 #Elem 12 Bending Matl 0 TrShear Matl 0 CouplingMatl 0 Thickness 0.02 Top Fiber 0. Bot Fiber 0. Thick Corn2 0.02 Thick Corn3 0.02 Thick Corn4 0.02 NS Mass/Area 0. 12I/T**3 0. Tshear/T 0. Property 54 - L 100 x 12 Type BEAM Color 110 Layer 1 Material 1 #Elem 28 SHAPE - Angle (L) Section Poisson Ratio 0.3 Height 0.1 Width 0.1 Thick, Bottom 0.012 Thickness 0.012 End A Area 0.002256 ShearAr, K1 0.00098778 ShearAr, K2 0.00098778 I1 0.0000021001 I2 0.0000021001 I12 -1.2357E-6 NS Mass/Len 0. Warp Const 0. J 1.0619E-7 Perimeter 0.4 Neutral Axis Off A: Y 0.022967 Z 0.022967 Neutral Axis Off B: Y 0.022967 Z 0.022967 Y -0.0064378 Z -0.0064378 Y 0.093562 Z -0.0064378 Y 0.0055623 Z 0.093562 Y -0.0064378 Z 0.093562 Property 55 - FI 100 mm osovina Type BEAM Color 110 Layer 1 Material 1 #Elem 4 SHAPE - Circular Bar Poisson Ratio 0.3 Radius 0.05 End A Area 0.007854 ShearAr, K1 0.0069599 ShearAr, K2 0.0069599 I1 0.0000049087 I2 0.0000049087 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000098092 Perimeter 0.31416 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y 0. Z -0.05 Y 0.05 Z 0. Y 0. Z 0.05 Y -0.05 Z 0. Property 56 - MACKA DIZALICE 140 kg Type BEAM Color 110 Layer 1 Material 1 #Elem 6 SHAPE - Circular Bar Poisson Ratio 0.3 Radius 0.055 End A Area 0.0095033 ShearAr, K1 0.0084215 ShearAr, K2 0.0084215 I1 0.0000071869 I2 0.0000071869 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000014362 Perimeter 0.34558 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y 0. Z -0.055 Y 0.055 Z 0. Y 0. Z 0.055 Y -0.055 Z 0. Property 57 - PLOCA FUNDAMENTA Type PLATE Color 110 Layer 1 Material 3 #Elem 0 Bending Matl 0 TrShear Matl 0 CouplingMatl 0 Thickness 0.1 Top Fiber 0. Bot Fiber 0.

Thick Corn2 0.1 Thick Corn3 0.1 Thick Corn4 0.1 NS Mass/Area 0. 12I/T**3 0. Tshear/T 0. Property 58 - 3D solid FUNDAMENTA Type SOLID Color 14 Layer 1 CoordSys 0 #Elem 68 Material 3 Integration Net 0 Material Aligned to Coordinate System Property 59 - TLO - ispod fundamenta KLASA III Type SPRING/DAMPER Color 14 Layer 1 CoordSys 0 #Elem 68 Stiffness,K 100000000. Damping, C 0. Axial NASTRAN PBUSH Properties Stiffness,K1 0. K2 0. K3 0. K4 0. K5 0. K6 0. Damping, C1 0. C2 0. C3 0. C4 0. C5 0. C6 0. Struct Damping 0.08 Spring/Damp Location OFF Stress Recovery Coef Trans 0. Rot 0. Strain Recovery Coef Trans 0. Rot 0. Stiffness vs Frequency Functions None Force/Vel Damping vs Frequency Functions None Force vs Displacement Functions None Damping vs Frequency Function None Property 60 - ELEKTR ORMAN Type BEAM Color 14 Layer 1 Material 4 #Elem 3 SHAPE - Rectangular Bar Poisson Ratio 0.3 Height 0.2 Width 0.8 End A Area 0.16 ShearAr, K1 0.13598 ShearAr, K2 0.13637 I1 0.0085333 I2 0.00053333 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0018014 Perimeter 2. Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.4 Z -0.1 Y 0.4 Z -0.1 Y 0.4 Z 0.1 Y -0.4 Z 0.1 Property 61 - Zatega glavna Type ROD Color 14 Layer 1 Material 1 #Elem 1 Area 0.0056 J 0. Coef Tor Str 0. NS Mass/Len 0. Perimeter 0. Property 62 - ZATEGA zadnja Type ROD Color 4 Layer 1 Material 1 #Elem 2 Area 0.0056 J 0. Coef Tor Str 0. NS Mass/Len 0. Perimeter 0. Property 63 - FI 30 x 2 CEV Type BEAM Color 4 Layer 1 Material 1 #Elem 200 SHAPE - Circular Tube Poisson Ratio 0.3 Radius 0.015 Thickness 0.002 End A Area 0.00017593 ShearAr, K1 0.00009411 ShearAr, K2 0.00009411 I1 1.7329E-8 I2 1.7329E-8 I12 0. NS Mass/Len 0. Warp Const 0. J 3.46444E-8 Perimeter 0.094248 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y 0. Z -0.015 Y 0.015 Z 0. Y 0. Z 0.015 Y -0.015 Z 0. Property 64 - 185 x 30 rebro dole Type BEAM Color 4 Layer 1 Material 1 #Elem 12 SHAPE - Rectangular Bar Poisson Ratio 0.3

Height 0.185 Width 0.03 End A Area 0.00555 ShearAr, K1 0.0047303 ShearAr, K2 0.0047161 I1 4.1625E-7 I2 0.000015829 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000014978 Perimeter 0.43 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Y -0.015 Z -0.0925 Y 0.015 Z -0.0925 Y 0.015 Z 0.0925 Y -0.015 Z 0.0925

Property 65 - Teg 4 x 550 kg Type MASS Color 24 Layer 1 CoordSys 0 #Elem 0 Mass, X 550. Mass, Y 550. Mass, Z 550. Inertia,I11 0. I22 0. I33 0. I21 0. I31 0. I32 0. Offset, X 0. Y 0. Z 0. Diameter 0.

Load Set 1 - TD-29 Q=2.2 t Load Definition 1 - Poremecajna sila od tereta 4 x 550 kg Nodal Forces (on Node) ID Color Layer Def CS X Y Z Phase 252 10 1 0 -6000. 0. 85-POREMECAJ 1402 10 1 0 -6000. 0. 85-POREMECAJ 1404 10 1 0 -6000. 0. 85-POREMECAJ 1408 10 1 0 -6000. 0. 85-POREMECAJ Load Set 1 - TD-29 Q=2.2 t Load Set 1 - TD-29 Q=2.2 t Nodal Forces (on Node) ID Color Layer Def CS X Y Z Phase 252 10 1 0 -6000. 0. 85-POREMECAJ 1402 10 1 0 -6000. 0. 85-POREMECAJ 1404 10 1 0 -6000. 0. 85-POREMECAJ 1408 10 1 0 -6000. 0. 85-POREMECAJ

Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraint Definition 1 - Constraint on Node Constraints Node ID 550 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 551 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 552 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 553 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 554 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 555 DOF 123--- CSys 0 Color 120 Layer 1

Node ID 556 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 557 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 559 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 560 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 561 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 563 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 570 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 571 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 572 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 574 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 576 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 577 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 581 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 582 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 584 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 586 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 587 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 590 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 594 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 597 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 598 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 599 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 601 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 602 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 603 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 604 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 605 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 606 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 607 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 609 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 612 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 613 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 616 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 618 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 622 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 623 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 624 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 625 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 626 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 627 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 628 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 629 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 630 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraint Definition 2 - Constraint on Node Constraints Node ID 558 DOF 123--- CSys 0 Color 120 Layer 1

Node ID 567 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 585 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraint Definition 4 - Constraint on Node Constraints Node ID 25 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 51 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 160 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 162 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraint Definition 5 - Constraint on Node Constraints Node ID 172 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 174 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 191 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 192 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraint Definition 7 - Constraint on Node Constraints Node ID 196 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 201 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 204 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 214 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraint Definition 8 - Constraint on Node Constraints Node ID 217 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 227 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 230 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 243 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraints Node ID 25 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 51 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 160 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 162 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 172 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 174 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 191 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 192 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 196 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 201 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 204 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 214 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 217 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 227 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 230 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 243 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 550 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 551 DOF 123--- CSys 0 Color 120 Layer 1

Node ID 552 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 553 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 554 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 555 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 556 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 557 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 558 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 559 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 560 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 561 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 563 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 567 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 570 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 571 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 572 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 574 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 576 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 577 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 581 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 582 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 584 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 585 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 586 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 587 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 590 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 594 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 597 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 598 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 599 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 601 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 602 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 603 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 604 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 605 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 606 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 607 DOF 123--- CSys 0 Color 120 Layer 1

Node ID 609 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 612 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 613 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 616 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 618 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 622 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 623 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 624 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 625 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 626 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 627 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 628 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 629 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 630 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Equations

Analysis Set : 4..TD 28 Q=2200 kg L=45 m Solver : NX Nastran Type : Static Analyze : Local Options Executive/Solution Direct Output To : C:\\Users\\STEFAN 1291 Problem ID : Solution Name : Max Time : 10000. Diagnostics : Extended Error Messages : On Extended Status Monitoring : On System Cell Overrides : Iterative Solver : Off Processors : 0 Solver Memory : 0 Save for Restart : Off Restart from Database : Off Bulk Data Not Defined GEOMCHECK Not Defined MODELCHECK Not Defined Master Requests and Conditions Title : Untitled Boundary Conditions Constraints : 1..OSLONCI NA FUNDAMENTU Loads : 1..TD-29 Q=2.2 t Output Requests Displacement : On Applied Load : On Constraint Force : On Force : On Stress : On Corner Results : On

Destination : PostProcess Only No Cases Defined Femap with NX Nastran Version 10.11 Tue Sep 03 23:32:13 2013

Model : D:\\ZAVRSNI RAD\\STEFAN 1291\\Stefan 6\\Stefan 6.MOD Report : Node Format : NASTRAN Displacement

Title : Staticka FEM analiza Stefan 6 Output Set 4 - NX NASTRAN Case 1 Title : Staticka FEM analiza Stefan 6 Output Set 4 - NX NASTRAN Case 1

Set MAX/MIN Summary Table Set ID Value

Slika 3.11 Nastran Displacements - Veličine pomeraja (ugiba) dizalice T1 Translation Minimum 4 769 -0.00040266 Maximum 4 1419 0.015671 T2 Translation Minimum 4 177 -0.00092111 Maximum 4 1419 0.025365 T3 Translation Minimum 4 1410 -0.41757 Maximum 4 458 0.013415 R1 Rotation Minimum 4 1415 -0.014913 Maximum 4 19 0.0018111 R2 Rotation Minimum 4 768 -0.0023306 Maximum 4 1414 0.0069025 R3 Rotation Minimum 4 8 -0.017646 Maximum 4 7 0.017582 Title : Staticka FEM analiza Stefan 6 Final MAX/MIN Summary Table Set ID Value T1 Translation Minimum 4 769 -0.00040266 Maximum 4 1419 0.015671 T2 Translation Minimum 4 177 -0.00092111 Maximum 4 1419 0.025365

T3 Translation Minimum 4 1410 -0.41757 Maximum 4 458 0.013415 R1 Rotation Minimum 4 1415 -0.014913 Maximum 4 19 0.0018111 R2 Rotation Minimum 4 768 -0.0023306 Maximum 4 1414 0.0069025 R3 Rotation Minimum 4 8 -0.017646 Maximum 4 7 0.017582 Femap with NX Nastran Version 10.11

Tue Sep 03 23:30:12 2013 Model : D:\\ZAVRSNI RAD\\SReport : Element Format : CBEAM Forces NASTRAN

Title : Staticka FEM analiza Stefan 6 Output Set 4 - NX NASTRAN Case 1 Title : Staticka FEM analiza Stefan 6 Output Set 4 - NX NASTRAN Case 1 Set MAX/MIN Summary Table Set ID Value Beam EndA Plane1 Moment Minimum 4 145 -6079.59 Maximum 4 141 6596.2

Beam EndA Plane2 Moment Minimum 4 1027 -12732.5 Maximum 4 900 6189.07 Beam EndA Pl1 Shear Force Minimum 4 1028 -108226. Maximum 4 1025 105352. Beam EndA Pl2 Shear Force Minimum 4 1027 -228670. Maximum 4 1026 228082.

Beam EndA Axial Force Minimum 4 1262 -289033. Maximum 4 1489 494939. Beam EndA Torque Force Minimum 4 904 -2899.02 Maximum 4 827 1659.74 Beam EndA Warping Torque Minimum 4 1 0. Maximum 4 1 0. Beam EndB Plane1 Moment Minimum 4 141 -6076.4 Maximum 4 145 6611.15

Beam EndB Plane2 Moment Minimum 4 1026 -12732.5 Maximum 4 827 4687.98 Beam EndB Pl1 Shear Force Minimum 4 1028 -108226. Maximum 4 1025 105352. Beam EndB Pl2 Shear Force Minimum 4 1027 -228670. Maximum 4 1026 228082. Beam EndB Axial Force Minimum 4 1262 -289033. Maximum 4 1489 494939.

Beam EndB Torque Force Minimum 4 904 -2899.02 4 827 1659.74 Beam EndB Warping Torque Minimum 4 1 0. Maximum 4 1 0. Title : Staticka FEM analiza Stefan 6 Final MAX/MIN Summary Table Set ID Value Beam EndA Plane1 Moment Minimum 4 145 -6079.59 Maximum 4 141 6596.2 Beam EndA Plane2 Moment Minimum 4 1027 -12732.5 Maximum 4 900 6189.07 Beam EndA Pl1 Shear Force Minimum 4 1028 -108226. Maximum 4 1025 105352. Beam EndA Pl2 Shear Force Minimum 4 1027 -228670. Maximum 4 1026 228082. Beam EndA Axial Force Minimum 4 1262 -289033. Maximum 4 1489 494939. Beam EndA Torque Force Minimum 4 904 -2899.02 Maximum 4 827 1659.74

Beam EndA Warping Torque Minimum 4 1 0. Maximum 4 1 0. Beam EndB Plane1 Moment Minimum 4 141 -6076.4 Maximum 4 145 6611.15 Beam EndB Plane2 Moment Minimum 4 1026 -12732.5 Maximum 4 827 4687.98 Beam EndB Pl1 Shear Force Minimum 4 1028 -108226. Maximum 4 1025 105352. Beam EndB Pl2 Shear Force Minimum 4 1027 -228670. Maximum 4 1026 228082. Beam EndB Axial Force Minimum 4 1262 -289033. Maximum 4 1489 494939. Beam EndB Torque Force Minimum 4 904 -2899.02 Maximum 4 827 1659.74 Beam EndB Warping Torque Minimum 4 1 0. Maximum 4 1 0.

Femap with NX Nastran Version 10.11 Tue Sep 03 23:29:05 2013

Model : D:\\ZAVRSNI RAD\\STEFAN 1291\\Stefan 6\\Stefan 6.MOD Report : Element Format : NASTRAN CROD Stresses

Slika 3.12 Rod Axial stresses (aksijalni napon na zategama)

Title : Model 6 - NASTRAN CROD Stresses Output Set 6 - NX NASTRAN Case 1 Title : Model 6 - NASTRAN CROD Stresses Output Set 6 - NX NASTRAN Case 1 Set MAX/MIN Summary Table Set ID Value Rod Axial Stress Minimum 6 158 40670012. Maximum 6 17 82857976. Rod Axial Stress M.S. Minimum 6 17 0. Maximum 6 17 0. Rod Torsional Stress Minimum 6 17 0. Maximum 6 17 0. Rod Torsional Stress M.S. Minimum 6 17 0. Maximum 6 17 0. Femap with NX Nastran Version 10.11 Tue Sep 03 23:27:26 2013 Model : D:\\ZAVRSNI RAD\\STEFAN 1291\\Stefan 6\\Stefan 6.MOD Report : Element Format : MSC/pal Quad Plate Stresses Title : Staticka FEM analiza Stefan 6 Output Set 4 - NX NASTRAN Case 1 Title : Staticka FEM analiza Stefan 6 Output Set 4 - NX NASTRAN Case 1 Set MAX/MIN Summary Table Set ID Value

Plate Top X Normal Stress Minimum 4 1642 -30169536. Maximum 4 165 161297600. Plate Bot X Normal Stress Minimum 4 1642 -33215316. Maximum 4 165 163743456. Plate Top MajorPrn Stress Minimum 4 890 -6458930. Maximum 4 165 161866272. Plate Bot MajorPrn Stress Minimum 4 890 -7113868. Maximum 4 165 164573712. Plate Top Y Normal Stress Minimum 4 1641 -15978954. Maximum 4 948 5395376. Plate Bot Y Normal Stress Minimum 4 1641 -17477084. Maximum 4 165 11162080. Plate Top MinorPrn Stress Minimum 4 164 -36709652. Maximum 4 165 3043267. Plate Bot MinorPrn Stress Minimum 4 164 -40305988. Maximum 4 165 10331836. Plate Top XY Shear Stress Minimum 4 1641 -12381184. 4 164 55561304. Plate Top MaxShear Stress Minimum 4 893 42239.8 Maximum 4 165 79411504.

Plate Bot MaxShear Stress Minimum 4 895 234554. Maximum 4 165 77120936. Title : Staticka FEM analiza Stefan 6 Final MAX/MIN Summary Table Set ID Value Plate Top X Normal Stress Minimum 4 1642 -30169536. Maximum 4 165 161297600. Plate Bot X Normal Stress Minimum 4 1642 -33215316. Maximum 4 165 163743456. Plate Top MajorPrn Stress Minimum 4 890 -6458930. Maximum 4 165 161866272. Plate Bot MajorPrn Stress Minimum 4 890 -7113868. Maximum 4 165 164573712. Plate Top Y Normal Stress Minimum 4 1641 -15978954. Maximum 4 948 5395376. Plate Bot Y Normal Stress Minimum 4 1641 -17477084. Maximum 4 165 11162080. Plate Top MinorPrn Stress Minimum 4 164 -36709652. Maximum 4 165 3043267. Plate Bot MinorPrn Stress Minimum 4 164 -40305988. Maximum 4 165 10331836. Plate Top XY Shear Stress Minimum 4 1641 -12381184. Maximum 4 164 54655312. Plate Bot XY Shear Stress Minimum 4 1641 -13203548. Maximum 4 164 55561304. Plate Top MaxShear Stress Minimum 4 893 42239.8 Maximum 4 165 79411504. Plate Bot MaxShear Stress Minimum 4 895 234554. Maximum 4 165 77120936. Femap with NX Nastran Version 10.11 Tue Sep 03 23:24:29 2013

Model : D:\\ZAVRSNI RAD\\STEFAN 1291\\Stefan 6\\Stefan 6.MOD Report : Element Format : ANSYS Plate Stresses Title : Staticka FEM analiza Stefan 6 Output Set 4 - NX NASTRAN Case 1 Title : Staticka FEM analiza Stefan 6 Output Set 4 - NX NASTRAN Case 1 Set MAX/MIN Summary Table Set ID Value Plate Top X Normal Stress Minimum 4 1642 -30169536. Maximum 4 165 161297600. Plate Top Y Normal Stress Minimum 4 1641 -15978954. Maximum 4 948 5395376. Plate Top XY Shear Stress Minimum 4 1641 -12381184.

Maximum 4 164 54655312. Plate Top MajorPrn Stress Minimum 4 890 -6458930. Maximum 4 165 161866272. Plate Top MinorPrn Stress Minimum 4 164 -36709652. Maximum 4 165 3043267. Plate Top VonMises Stress Minimum 4 893 99922. Maximum 4 165 260366304. Plate Bot X Normal Stress Minimum 4 1642 -33215316. Maximum 4 165 163743456. Plate Bot Y Normal Stress Minimum 4 1641 -17477084. Maximum 4 165 11162080. Plate Bot XY Shear Stress Minimum 4 1641 -13203548. Maximum 4 164 55561304. Plate Bot MajorPrn Stress Minimum 4 890 -7113868. Maximum 4 165 164573712. Plate Bot MinorPrn Stress Minimum 4 164 -40305988. Maximum 4 165 10331836. Plate Bot VonMises Stress Minimum 4 895 431126. Maximum 4 165 159658720. Title : Staticka FEM analiza Stefan 6 Final MAX/MIN Summary Table Set ID Value Plate Top X Normal Stress Minimum 4 1642 -30169536. Maximum 4 165 161297600. Plate Top Y Normal Stress Minimum 4 1641 -15978954. Maximum 4 948 5395376. Plate Top XY Shear Stress Minimum 4 1641 -12381184. Maximum

Slika 3.13 Von-Mises naponi na ploči(detalj spoja)

Plate Top MajorPrn Stress Minimum 4 890 -6458930. Maximum 4 165 161866272. Plate Top MinorPrn Stress Minimum 4 164 -36709652. Maximum 4 165 3043267.

Plate Top VonMises Stress Minimum 4 893 99922. Maximum 4 165 160366304. Plate Bot X Normal Stress Minimum 4 1642 -33215316. Maximum 4 165 163743456. Plate Bot Y Normal Stress Minimum 4 1641 -17477084. Maximum 4 165 11162080. Plate Bot XY Shear Stress Minimum 4 1641 -13203548. Maximum 4 164 55561304. Plate Bot MajorPrn Stress Minimum 4 890 -7113868. Maximum 4 165 164573712. Plate Bot MinorPrn Stress Minimum 4 164 -40305988. Maximum 4 165 10331836. Plate Bot VonMises Stress Minimum 4 895 431126. Maximum 4 165 159658720.

Femap with NX Nastran Version 10.11 Tue Sep 03 23:11:27 2013

Model : D:\\ZAVRSNI RAD\\STEFAN 1291\\Stefan 6\\Stefan 6.MOD Report : Node

Format : NASTRAN Displacement Title : Staticka FEM analiza Stefan 6 Strela Output Set 4 - NX NASTRAN Case 1 Title : Staticka FEM analiza Stefan 6 Strela

Slika 3.14 Displacements (ugibi) glavne strele Output Set 4 - NX NASTRAN Case 1 Set MAX/MIN Summary Table Set ID Value T1 Translation Minimum 4 23 0. Maximum 4 1419 0.015671 T2 Translation Minimum 4 23 0. Maximum 4 1419 0.025365 T3 Translation Minimum 4 2539 -0.40588 Maximum 4 23 0. R1 Rotation Minimum 4 1415 -0.014913 Maximum 4 23 0. R2 Rotation Minimum 4 23 0. Maximum 4 1414 0.0069025 R3 Rotation Minimum 4 27 -0.00018946 Maximum 4 936 0.00012453 Title : Staticka FEM analiza Stefan 6 Strela Final MAX/MIN Summary Table Set ID Value

T1 Translation Minimum 4 23 0. Maximum 4 1419 0.015671 T2 Translation Minimum 4 23 0. Maximum 4 1419 0.025365 T3 Translation Minimum 4 2539 -0.40588 Maximum 4 23 0. R1 Rotation Minimum 4 1415 -0.014913 Maximum 4 23 0. R2 Rotation Minimum 4 23 0. Maximum 4 1414 0.0069025 R3 Rotation Minimum 4 27 -0.00018946 Maximum 4 936 0.00012453 Femap with NX Nastran Version 10.11 Tue Sep 03 23:18:55 2013 Model : D:\\ZAVRSNI RAD\\STEFAN 1291\\Stefan 6\\Stefan 6.MOD Report : Element

Format : NASTRAN CBEAM Stresses

Title : Staticka FEM analiza Stefan 6 Strela Output Set 4 - NX NASTRAN Case 1

Title : Staticka FEM analiza Stefan 6 Strele

Slika 3.15 Maksimalni kombinovani naponi na strelama Output Set 4 - NX NASTRAN Case 1 Set MAX/MIN Summary Table Set ID Value Beam EndA Pt1 Comb Stress Minimum 6 1027 -131154328. Maximum 6 146 194773424. Beam EndA Pt2 Comb Stress Minimum 6 141 -131535600. Maximum 6 146 189640656. Beam EndA Pt3 Comb Stress Minimum 6 141 -152028672. Maximum 6 152 222640048. Beam EndA Pt4 Comb Stress Minimum 6 145 -114967656. Maximum 6 152 212281472. Beam EndA Max Comb Stress Minimum 6 1290 -64975392. Maximum 6 152 222640048. Beam EndA Min Comb Stress Minimum 6 141 -152028672. Maximum 6 146 167300608. Beam Tension M.S. Minimum 6 1 0.

Maximum 6 1 0. Beam Compression M.S. Minimum 6 1 0. Maximum 6 1 0. Beam EndB Pt1 Comb Stress Minimum 6 1026 -131154312. Maximum 6 152 194972096. Beam EndB Pt2 Comb Stress Minimum 6 145 -132060344. Maximum 6 152 190056480. Beam EndB Pt3 Comb Stress Minimum 6 145 -152402608. Maximum 6 146 222194128. Beam EndB Pt4 Comb Stress Minimum 6 141 -114799312. Maximum 6 146 212284656. Beam EndB Max Comb Stress Minimum 6 1262 -65411832. Maximum 6 146 222194128. Beam EndB Min Comb Stress Minimum 6 145 -152402608. Maximum 6 152 167437264.

Title : Model 6 - NASTRAN CBEAM Stresses

Final MAX/MIN Summary Table Set ID Value

Beam EndA Pt1 Comb Stress Minimum 6 1027 -131154328.

Maximum 6 146 194773424.

Beam EndA Pt2 Comb Stress Minimum 6 141 -131535600.

Maximum 6 146 189640656.

Beam EndA Pt3 Comb Stress Minimum 6 141 -152028672.

Maximum 6 152 222640048.

Beam EndA Pt4 Comb Stress Minimum 6 145 -114967656.

Maximum 6 152 212281472.

Beam EndA Max Comb Stress Minimum 6 1290 -64975392.

Maximum 6 152 222640048.

Beam EndA Min Comb Stress Minimum 6 141 -152028672.

Maximum 6 146 167300608.

Beam Tension M.S. Minimum 6 1 0.

Maximum 6 1 0.

Beam Compression M.S. Minimum 6 1 0.

Maximum 6 1 0.

Beam EndB Pt1 Comb Stress Minimum 6 1026 -131154312.

Maximum 6 152 194972096.

Beam EndB Pt2 Comb Stress Minimum 6 145 -132060344.

Maximum 6 152 190056480.

Beam EndB Pt3 Comb Stress Minimum 6 145 -152402608.

Maximum 6 146 222194128.

Beam EndB Pt4 Comb Stress Minimum 6 141 -114799312.

Maximum 6 146 212284656.

Beam EndB Max Comb Stress Minimum 6 1262 -65411832.

Maximum 6 146 222194128.

Beam EndB Min Comb Stress Minimum 6 145 -152402608.

Maximum 6 152 167437264.

3.2 Rešenja strukturne FEM analize dizalice sa dve zatege

Iz statičke strukturne analize toranjske dizalice sa dve zatege na glavnoj streli dobijeni su sledeći

rezultati:

Filenames

Model C:\\Users\\STEFAN 1291\\Stefan 7.MOD Scratch File C:\\Users\\AppData\\Local\\Temp\\Stefan 7.scr0 Model Size 13 MBytes Cache Size 703 Pages of 4 Blocks each. Max of 91750 Pages. Memory Status Total: 2048 MBytes Available: 1574 MBytes Last Saved by Serial Number 000-FX-00-0000 Min Max Number Next Active Color Coordinate System 3 60 Point 1 279 267 268 24 Curve 1 165 110 108 120 Surface 2 60 Solid/Volume 1 Connector 1 14 Region 1 20488 Connection Property 1 110 Text 1 124 Node 1 2539 1147 163 46 Element 1 1701 1682 1702 19 Material 1 11 5 5 1 4 Property 1 65 65 66 55 24 Load Set 1 1 1 2 1 Constraint Set 1 1 1 2 1 View 1 5 5 6 3 Group 1 10 10 11 10 Output Set 1 1 1 2 1 Output Format 1 Workplane Origin X Y Z 2.03927 4.37323 18.83 Workplane Normal X Y Z 0.90631 -0.42262 0. Workplane X Axis X Y Z 0.42262 0.90631 0. Snap X Spacing Y Spacing Angle 5. 5. 0. Model Extents X Y Z -22.081 -20.1046 -1.7 46.4353 42.3735 62.54 Active Views 3 5

Material 1 - C-0561 TD

Type ISOTROPIC Color 104 Layer 1 #Prop/Ply 58 Density 7850. Damping 0. Ref Temp 0. STIFFNESS E 2.1E+11 G 80800000000. Nu 0.3 STRENGTH Tension 0. Compress 0. Shear 0. THERMAL Alpha 0. K 0. SpecHeat 0. HtGen 0. OPTICAL Front Off Reverse Off Material 2 - CELICNO UZE Type ISOTROPIC Color 104 Layer 1 #Prop/Ply 1 Density 7850. Damping 0. Ref Temp 70. STIFFNESS E 70000000000. G 26500000000. Nu 0.3 STRENGTH Tension 0. Compress 0. Shear 0. THERMAL Alpha 0. K 0. SpecHeat 0. HtGen 0. OPTICAL Front Off Reverse Off Material 3 - BETONSKI FUNDAMENT Type ISOTROPIC Color 104 Layer 1 #Prop/Ply 2 Density 2050. Damping 0. Ref Temp 0. STIFFNESS E 40000000000. G 16666000000. Nu 0.2 STRENGTH Tension 0. Compress 0. Shear 0. THERMAL Alpha 0. K 0. SpecHeat 0. HtGen 0. OPTICAL Front Off Reverse Off Material 4 - ELEKTRO-ORMAN Type ISOTROPIC Color 4 Layer 1 #Prop/Ply 1 Density 600. Damping 0. Ref Temp 0. STIFFNESS E 1000000. G 700000. Nu 0.3 STRENGTH Tension 0. Compress 0. Shear 0. THERMAL Alpha 0. K 0. SpecHeat 0. HtGen 0. OPTICAL Front Off Reverse Off

Material 11 - TEG Type ISOTROPIC Color 50 Layer 1 #Prop/Ply 1 Density 3020. Damping 0. Ref Temp 0. STIFFNESS E 2100000000. G 6000000. Nu 0.3 STRENGTH Tension 0. Compress 0. Shear 0. THERMAL Alpha 0. K 0. SpecHeat 0. HtGen 0. OPTICAL Front Off Reverse Off

Property 1 - L 200x21 Type BEAM Color 110 Layer 1 Material 1 #Elem 68

SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.2 Width 0.2 Thick, Bottom 0.021 Thickness 0.021 End A Area 0.007959 ShearAr, K1 0.0034447 ShearAr, K2 0.0034447 I1 0.000030028 I2 0.000030028 I12 -0.000017754 NS Mass/Len 0. Warp Const 0. J 0.0000011498 Perimeter 0.8 Neutral Axis Off A: Y 0.046565 Z 0.046565 Neutral Axis Off B: Y 0.046565 Z 0.046565 Recover Stresses At: Y -0.011165 Z -0.011165 Recover Stresses At: Y 0.18884 Z -0.011165 Recover Stresses At: Y 0.0098351 Z 0.18884 Recover Stresses At: Y -0.011165 Z 0.18884 Property 2 - U 180 Type BEAM Color 110 Layer 1 Material 1 #Elem 18 SHAPE - Channel (C) Section Poisson Ratio 0. Height 0.18 Width, Top 0.07 Width, Bottom 0.07 Thick, Top 0.011 Thick, Bottom 0.011 Thickness 0.008 End A Area 0.002804 ShearAr, K1 0.00092119 ShearAr, K2 0.0012579 I1 0.0000013027 I2 0.000013641 I12 0. NS Mass/Len 0. Warp Const 0. J 8.63341E-8 Perimeter 0.624 Neutral Axis Off A: Y 0.041771 Z 0. Neutral Axis Off B: Y 0.041771 Z 0. Recover Stresses At: Y 0.020746 Z -0.09 Recover Stresses At: Y 0.090746 Z -0.09 Recover Stresses At: Y 0.090746 Z 0.09 Recover Stresses At: Y 0.020746 Z 0.09 Property 3 - L 175x18 Type BEAM Color 110 Layer 1 Material 1 #Elem 42 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.175 Width 0.175 Thick, Bottom 0.018 Thickness 0.018 End A Area 0.005976 ShearAr, K1 0.0025828 ShearAr, K2 0.0025828 I1 0.000017295 I2 0.000017295 I12 -0.000010232 NS Mass/Len 0. Warp Const 0. J 6.3529E-7 Perimeter 0.7 Neutral Axis Off A: Y 0.040818 Z 0.040818 Neutral Axis Off B: Y 0.040818 Z 0.040818 Recover Stresses At: Y -0.0095597 Z -0.0095597 Recover Stresses At: Y 0.16544 Z -0.0095597 Recover Stresses At: Y 0.0084403 Z 0.16544 Recover Stresses At: Y -0.0095597 Z 0.16544 Property 4 - U 140x60 Type BEAM Color 110 Layer 1 Material 1 #Elem 7 SHAPE - Channel (C) Section Poisson Ratio 0. Height 0.14 Width, Top 0.06 Width, Bottom 0.06 Thick, Top 0.01 Thick, Bottom 0.01 Thickness 0.007 End A Area 0.00204 ShearAr, K1 0.00074747 ShearAr, K2 0.00084217 I1 7.1042E-7 I2 0.000006088 I12 0. NS Mass/Len 0. Warp Const 0. J 5.15314E-8 Perimeter 0.506 Neutral Axis Off A: Y 0.037389 Z 0. Neutral Axis Off B: Y 0.037389 Z 0. Recover Stresses At: Y 0.018301 Z -0.07 Recover Stresses At: Y 0.078301 Z -0.07 Recover Stresses At: Y 0.078301 Z 0.07 Recover Stresses At: Y 0.018301 Z 0.07 Property 5 - Cev cetvrtasta 130x120x11 Type BEAM Color 110 Layer 1 Material 1 #Elem 1 SHAPE - Rectangular Tube Poisson Ratio 0. Height 0.13 Width 0.12 Thickness 0.011

End A Area 0.005016 ShearAr, K1 0.0021852 ShearAr, K2 0.0024436 I1 0.000010249 I2 0.000011682 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000017087 Perimeter 0.5 Neutral Axis Off A: Y -0.000013233 Z -0.000015279 Neutral Axis Off B: Y -0.000013233 Z -0.000015279 Recover Stresses At: Y -0.060013 Z -0.065015 Recover Stresses At: Y 0.059987 Z -0.065015 Recover Stresses At: Y 0.059987 Z 0.064985 Recover Stresses At: Y -0.060013 Z 0.064985 Property 6 - L 150x16 Type BEAM Color 110 Layer 1 Material 1 #Elem 7 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.15 Width 0.15 Thick, Bottom 0.016 Thickness 0.016 End A Area 0.004544 ShearAr, K1 0.0019691 ShearAr, K2 0.0019691 I1 0.0000096291 I2 0.0000096291 I12 -5.6903E-6 NS Mass/Len 0. Warp Const 0. J 3.8092E-7 Perimeter 0.6 Neutral Axis Off A: Y 0.034873 Z 0.034873 Neutral Axis Off B: Y 0.034873 Z 0.034873 Recover Stresses At: Y -0.0085146 Z -0.0085144 Recover Stresses At: Y 0.14149 Z -0.0085144 Recover Stresses At: Y 0.0074854 Z 0.14149 Recover Stresses At: Y -0.0085146 Z 0.14149 Property 7 - L 120x12 Type BEAM Color 110 Layer 1 Material 1 #Elem 7 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.12 Width 0.12 Thick, Bottom 0.012 Thickness 0.012 End A Area 0.002736 ShearAr, K1 0.00118 ShearAr, K2 0.00118 I1 0.0000037326 I2 0.0000037326 I12 -0.00000221 NS Mass/Len 0. Warp Const 0. J 1.2936E-7 Perimeter 0.48 Neutral Axis Off A: Y 0.02806 Z 0.02806 Neutral Axis Off B: Y 0.02806 Z 0.02806 Recover Stresses At: Y -0.006361 Z -0.0063611 Recover Stresses At: Y 0.11364 Z -0.0063611 Recover Stresses At: Y 0.005639 Z 0.11364 Recover Stresses At: Y -0.006361 Z 0.11364 Property 8 - L 90x10 Type BEAM Color 110 Layer 1 Material 1 #Elem 48 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.09 Width 0.09 Thick, Bottom 0.01 Thickness 0.01 End A Area 0.0017 ShearAr, K1 0.00073921 ShearAr, K2 0.00073921 I1 0.0000012918 I2 0.0000012918 I12 -7.6235E-7 NS Mass/Len 0. Warp Const 0. J 5.56831E-8 Perimeter 0.36 Neutral Axis Off A: Y 0.02084 Z 0.02084 Neutral Axis Off B: Y 0.02084 Z 0.02084 Recover Stresses At: Y -0.0053369 Z -0.0053369 Recover Stresses At: Y 0.084663 Z -0.0053369 Recover Stresses At: Y 0.0046631 Z 0.084663 Recover Stresses At: Y -0.0053369 Z 0.084663 Property 9 - L 80x9 Type BEAM Color 110 Layer 1 Material 1 #Elem 61 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.08 Width 0.08 Thick, Bottom 0.009 Thickness 0.009

End A Area 0.001359 ShearAr, K1 0.00059155 ShearAr, K2 0.00059155 I1 8.1496E-7 I2 8.1496E-7 I12 -4.8073E-7 NS Mass/Len 0. Warp Const 0. J 3.60423E-8 Perimeter 0.32 Neutral Axis Off A: Y 0.018501 Z 0.018501 Neutral Axis Off B: Y 0.018501 Z 0.018501 Recover Stresses At: Y -0.0048071 Z -0.0048071 Recover Stresses At: Y 0.075193 Z -0.0048071 Recover Stresses At: Y 0.0041929 Z 0.075193 Recover Stresses At: Y -0.0048071 Z 0.075193 Property 10 - reduktor dizanja Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0. Height 0.3 Width 0.166 End A Area 0.0498 ShearAr, K1 0.042359 ShearAr, K2 0.042326 I1 0.00011436 I2 0.0003735 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00029934 Perimeter 0.932 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.083 Z -0.15 Recover Stresses At: Y 0.083 Z -0.15 Recover Stresses At: Y 0.083 Z 0.15 Recover Stresses At: Y -0.083 Z 0.15 Property 11 - Reduktor dizanja Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0. Height 0.3 Width 0.166 End A Area 0.0498 ShearAr, K1 0.042359 ShearAr, K2 0.042326 I1 0.00011436 I2 0.0003735 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00029934 Perimeter 0.932 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.083 Z -0.15 Recover Stresses At: Y 0.083 Z -0.15 Recover Stresses At: Y 0.083 Z 0.15 Recover Stresses At: Y -0.083 Z 0.15 Property 12 - reduktor Type BEAM Color 110 Layer 1 Material 1 #Elem 1 SHAPE - Rectangular Bar Poisson Ratio 0. Height 0.3 Width 0.166 End A Area 0.0498 ShearAr, K1 0.042359 ShearAr, K2 0.042326 I1 0.00011436 I2 0.0003735 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00029934 Perimeter 0.932 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.083 Z -0.15 Recover Stresses At: Y 0.083 Z -0.15 Recover Stresses At: Y 0.083 Z 0.15 Recover Stresses At: Y -0.083 Z 0.15 Property 13 - Motor Type BEAM Color 110 Layer 1 Material 1 #Elem 2 SHAPE - Circular Bar Poisson Ratio 0. Radius 0.12 End A Area 0.04522 ShearAr, K1 0.040089 ShearAr, K2 0.040088 I1 0.00016286 I2 0.00016286 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00032545 Perimeter 0.75398 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y 0. Z -0.12 Recover Stresses At: Y 0.12 Z 0. Recover Stresses At: Y 0. Z 0.12 Recover Stresses At: Y -0.12 Z 0. Property 14 - Fi 60 pojas strele

Type BEAM Color 110 Layer 1 Material 1 #Elem 11 SHAPE - Circular Bar Poisson Ratio 0.3 Radius 0.03 End A Area 0.0028274 ShearAr, K1 0.0025056 ShearAr, K2 0.0025056 I1 6.3617E-7 I2 6.3617E-7 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000012713 Perimeter 0.1885 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y 0. Z -0.03 Recover Stresses At: Y 0.03 Z 0. Recover Stresses At: Y 0. Z 0.03 Recover Stresses At: Y -0.03 Z 0. Property 15 - Fi 72x4.7 Type BEAM Color 110 Layer 1 Material 1 #Elem 137 SHAPE - Circular Tube Poisson Ratio 0.3 Radius 0.036 Thickness 0.0047 End A Area 0.00099372 ShearAr, K1 0.00053139 ShearAr, K2 0.00053139 I1 5.6535E-7 I2 5.6535E-7 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000011305 Perimeter 0.2262 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y 0. Z -0.036 Recover Stresses At: Y 0.036 Z 0. Recover Stresses At: Y 0. Z 0.036 Recover Stresses At: Y -0.036 Z 0. Property 16 - Fi 61 gornji pojas strele Type BEAM Color 110 Layer 1 Material 1 #Elem 7 SHAPE - Circular Bar Poisson Ratio 0.3 Radius 0.0355 End A Area 0.0039592 ShearAr, K1 0.0035085 ShearAr, K2 0.0035085 I1 0.0000012474 I2 0.0000012474 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000024927 Perimeter 0.22305 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y 0. Z -0.0355 Recover Stresses At: Y 0.0355 Z 0. Recover Stresses At: Y 0. Z 0.0355 Recover Stresses At: Y -0.0355 Z 0. Property 17 - Fornji pojas strele Fi72+35 Type BEAM Color 110 Layer 1 Material 1 #Elem 15 SHAPE - General Section Poisson Ratio 0.3 End A Area 0.0047861 ShearAr, K1 0.0039559 ShearAr, K2 0.0040642 I1 0.0000013951 I2 0.0000025621 I12 2.8666E-14 NS Mass/Len 0. Warp Const 0. J 0.0000031662 Perimeter 0.2717 Neutral Axis Off A: Y 0. Z 0.0035682 Neutral Axis Off B: Y 0. Z 0.0035682 Recover Stresses At: Y -0.0175 Z 0.05187 Recover Stresses At: Y -0.0053068 Z -0.038737 Recover Stresses At: Y 0.0053066 Z -0.038737 Recover Stresses At: Y 0.0175 Z 0.05187 Property 18 - Fi 72+30 Type BEAM Color 110 Layer 1 Material 1 #Elem 10 SHAPE - General Section Poisson Ratio 0.3 End A Area 0.0050308 ShearAr, K1 0.0040466 ShearAr, K2 0.004151 I1 0.0000014199 I2 0.0000031883 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000032864 Perimeter 0.28569 Neutral Axis Off A: Y 0. Z 0.0053246 Neutral Axis Off B: Y 0. Z 0.0053246 Recover Stresses At: Y -0.0175 Z 0.058103 Recover Stresses At: Y -0.0067449 Z -0.039259 Recover Stresses At: Y 0.0045108 Z -0.039613 Recover Stresses At: Y 0.0175 Z 0.058103

Property 19 - Fi 50 gornji pojas strele Type BEAM Color 110 Layer 1 Material 1 #Elem 8 SHAPE - Circular Bar Poisson Ratio 0.3 Radius 0.025 End A Area 0.0019635 ShearAr, K1 0.00174 ShearAr, K2 0.00174 I1 0.0000003068 I2 0.0000003068 I12 0. NS Mass/Len 0. Warp Const 0. J 6.1308E-7 Perimeter 0.15708 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y 0. Z -0.025 Recover Stresses At: Y 0.025 Z 0. Recover Stresses At: Y 0. Z 0.025 Recover Stresses At: Y -0.025 Z 0. Property 20 - Prvi poprwcni profil strele Type BEAM Color 110 Layer 1 Material 1 #Elem 7 SHAPE - Rectangular Tube Poisson Ratio 0.3 Height 0.14 Width 0.14 Thickness 0.012 End A Area 0.006144 ShearAr, K1 0.0028258 ShearAr, K2 0.0028258 I1 0.000016925 I2 0.000016925 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000026412 Perimeter 0.56 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.07 Z -0.07 Recover Stresses At: Y 0.07 Z -0.07 Recover Stresses At: Y 0.07 Z 0.07 Recover Stresses At: Y -0.07 Z 0.07 Property 21 - Zatega kontratega Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0.3 Height 0.09 Width 0.05 End A Area 0.0045 ShearAr, K1 0.0038274 ShearAr, K2 0.0038248 I1 0.0000009375 I2 0.0000030375 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000024489 Perimeter 0.28 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.025 Z -0.045 Recover Stresses At: Y 0.025 Z -0.045 Recover Stresses At: Y 0.025 Z 0.045 Recover Stresses At: Y -0.025 Z 0.045 Property 22 - Glavna zatega Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0.3 Height 0.16 Width 0.03 End A Area 0.0048 ShearAr, K1 0.0041001 ShearAr, K2 0.0040792 I1 0.00000036 I2 0.00001024 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000012742 Perimeter 0.38 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.015 Z -0.08 Recover Stresses At: Y 0.015 Z -0.08 Recover Stresses At: Y 0.015 Z 0.08 Recover Stresses At: Y -0.015 Z 0.08 Property 23 - SAJLA Fi 20 Type BEAM Color 110 Layer 1 Material 2 #Elem 0 SHAPE - Circular Bar Poisson Ratio 0.3 Radius 0.01 End A Area 0.00031416 ShearAr, K1 0.0002784 ShearAr, K2 0.0002784 I1 7.85398E-9 I2 7.85398E-9 I12 0. NS Mass/Len 0. Warp Const 0. J 1.56947E-8 Perimeter 0.062832 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0.

Recover Stresses At: Y 0. Z -0.01 Recover Stresses At: Y 0.01 Z 0. Recover Stresses At: Y 0. Z 0.01 Recover Stresses At: Y -0.01 Z 0. Property 24 - L 190x20 Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.19 Width 0.19 Thick, Bottom 0.02 Thickness 0.02 End A Area 0.0072 ShearAr, K1 0.0031169 ShearAr, K2 0.0031169 I1 0.00002451 I2 0.00002451 I12 -0.00001449 NS Mass/Len 0. Warp Const 0. J 9.4349E-7 Perimeter 0.76 Neutral Axis Off A: Y 0.044227 Z 0.044227 Neutral Axis Off B: Y 0.044227 Z 0.044227 Recover Stresses At: Y -0.010634 Z -0.010634 Recover Stresses At: Y 0.17937 Z -0.010634 Recover Stresses At: Y 0.0093657 Z 0.17937 Recover Stresses At: Y -0.010634 Z 0.17937 Property 25 - U 180 Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Channel (C) Section Poisson Ratio 0. Height 0.18 Width, Top 0.07 Width, Bottom 0.07 Thick, Top 0.011 Thick, Bottom 0.011 Thickness 0.008 End A Area 0.002804 ShearAr, K1 0.00092119 ShearAr, K2 0.0012579 I1 0.0000013027 I2 0.000013641 I12 0. NS Mass/Len 0. Warp Const 0. J 8.63341E-8 Perimeter 0.624 Neutral Axis Off A: Y 0.041771 Z 0. Neutral Axis Off B: Y 0.041771 Z 0. Recover Stresses At: Y 0.020746 Z -0.09 Recover Stresses At: Y 0.090746 Z -0.09 Recover Stresses At: Y 0.090746 Z 0.09 Recover Stresses At: Y 0.020746 Z 0.09 Property 26 - L 175x18 Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.175 Width 0.175 Thick, Bottom 0.018 Thickness 0.018 End A Area 0.005976 ShearAr, K1 0.0025828 ShearAr, K2 0.0025828 I1 0.000017295 I2 0.000017295 I12 -0.000010232 NS Mass/Len 0. Warp Const 0. J 6.3529E-7 Perimeter 0.7 Neutral Axis Off A: Y 0.040818 Z 0.040818 Neutral Axis Off B: Y 0.040818 Z 0.040818 Recover Stresses At: Y -0.0095597 Z -0.0095597 Recover Stresses At: Y 0.16544 Z -0.0095597 Recover Stresses At: Y 0.0084403 Z 0.16544 Recover Stresses At: Y -0.0095597 Z 0.16544 Property 27 - U 140x60 Type BEAM Color 110 Layer 1 Material 1 #Elem 10 SHAPE - Channel (C) Section Poisson Ratio 0. Height 0.14 Width, Top 0.06 Width, Bottom 0.06 Thick, Top 0.01 Thick, Bottom 0.01 Thickness 0.007 End A Area 0.00204 ShearAr, K1 0.00074747 ShearAr, K2 0.00084217 I1 7.1042E-7 I2 0.000006088 I12 0. NS Mass/Len 0. Warp Const 0. J 5.15314E-8 Perimeter 0.506 Neutral Axis Off A: Y 0.037389 Z 0. Neutral Axis Off B: Y 0.037389 Z 0. Recover Stresses At: Y 0.018301 Z -0.07 Recover Stresses At: Y 0.078301 Z -0.07 Recover Stresses At: Y 0.078301 Z 0.07 Recover Stresses At: Y 0.018301 Z 0.07

Property 28 - Cev cetvrtasta 130x120x11 Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Tube Poisson Ratio 0. Height 0.13 Width 0.12 Thickness 0.011 End A Area 0.005016 ShearAr, K1 0.0021852 ShearAr, K2 0.0024436 I1 0.000010249 I2 0.000011682 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000017087 Perimeter 0.5 Neutral Axis Off A: Y -0.000013233 Z -0.000015279 Neutral Axis Off B: Y -0.000013233 Z -0.000015279 Recover Stresses At: Y -0.060013 Z -0.065015 Recover Stresses At: Y 0.059987 Z -0.065015 Recover Stresses At: Y 0.059987 Z 0.064985 Recover Stresses At: Y -0.060013 Z 0.064985 Property 29 - L 150x16 Type BEAM Color 110 Layer 1 Material 1 #Elem 28 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.15 Width 0.15 Thick, Bottom 0.016 Thickness 0.016 End A Area 0.004544 ShearAr, K1 0.0019691 ShearAr, K2 0.0019691 I1 0.0000096291 I2 0.0000096291 I12 -5.6903E-6 NS Mass/Len 0. Warp Const 0. J 3.8092E-7 Perimeter 0.6 Neutral Axis Off A: Y 0.034873 Z 0.034873 Neutral Axis Off B: Y 0.034873 Z 0.034873 Recover Stresses At: Y -0.0085146 Z -0.0085144 Recover Stresses At: Y 0.14149 Z -0.0085144 Recover Stresses At: Y 0.0074854 Z 0.14149 Recover Stresses At: Y -0.0085146 Z 0.14149 Property 30 - L 120x12 Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.12 Width 0.12 Thick, Bottom 0.012 Thickness 0.012 End A Area 0.002736 ShearAr, K1 0.00118 ShearAr, K2 0.00118 I1 0.0000037326 I2 0.0000037326 I12 -0.00000221 NS Mass/Len 0. Warp Const 0. J 1.2936E-7 Perimeter 0.48 Neutral Axis Off A: Y 0.02806 Z 0.02806 Neutral Axis Off B: Y 0.02806 Z 0.02806 Recover Stresses At: Y -0.006361 Z -0.0063611 Recover Stresses At: Y 0.11364 Z -0.0063611 Recover Stresses At: Y 0.005639 Z 0.11364 Recover Stresses At: Y -0.006361 Z 0.11364 Property 31 - L 90x10 Type BEAM Color 110 Layer 1 Material 1 #Elem 17 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.09 Width 0.09 Thick, Bottom 0.01 Thickness 0.01 End A Area 0.0017 ShearAr, K1 0.00073921 ShearAr, K2 0.00073921 I1 0.0000012918 I2 0.0000012918 I12 -7.6235E-7 NS Mass/Len 0. Warp Const 0. J 5.56831E-8 Perimeter 0.36 Neutral Axis Off A: Y 0.02084 Z 0.02084 Neutral Axis Off B: Y 0.02084 Z 0.02084 Recover Stresses At: Y -0.0053369 Z -0.0053369 Recover Stresses At: Y 0.084663 Z -0.0053369 Recover Stresses At: Y 0.0046631 Z 0.084663 Recover Stresses At: Y -0.0053369 Z 0.084663 Property 32 - L 80x9

Type BEAM Color 110 Layer 1 Material 1 #Elem 44 SHAPE - Angle (L) Section Poisson Ratio 0. Height 0.08 Width 0.08 Thick, Bottom 0.009 Thickness 0.009 End A Area 0.001359 ShearAr, K1 0.00059155 ShearAr, K2 0.00059155 I1 8.1496E-7 I2 8.1496E-7 I12 -4.8073E-7 NS Mass/Len 0. Warp Const 0. J 3.60423E-8 Perimeter 0.32 Neutral Axis Off A: Y 0.018501 Z 0.018501 Neutral Axis Off B: Y 0.018501 Z 0.018501 Recover Stresses At: Y -0.0048071 Z -0.0048071 Recover Stresses At: Y 0.075193 Z -0.0048071 Recover Stresses At: Y 0.0041929 Z 0.075193 Recover Stresses At: Y -0.0048071 Z 0.075193 Property 33 - reduktor dizanja Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0. Height 0.3 Width 0.166 End A Area 0.0498 ShearAr, K1 0.042359 ShearAr, K2 0.042326 I1 0.00011436 I2 0.0003735 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00029934 Perimeter 0.932 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.083 Z -0.15 Recover Stresses At: Y 0.083 Z -0.15 Recover Stresses At: Y 0.083 Z 0.15 Recover Stresses At: Y -0.083 Z 0.15 Property 34 - Reduktor dizanja Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0. Height 0.3 Width 0.166 End A Area 0.0498 ShearAr, K1 0.042359 ShearAr, K2 0.042326 I1 0.00011436 I2 0.0003735 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00029934 Perimeter 0.932 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.083 Z -0.15 Recover Stresses At: Y 0.083 Z -0.15 Recover Stresses At: Y 0.083 Z 0.15 Recover Stresses At: Y -0.083 Z 0.15 Property 35 - reduktor Type BEAM Color 110 Layer 1 Material 1 #Elem 0 SHAPE - Rectangular Bar Poisson Ratio 0. Height 0.3 Width 0.166 End A Area 0.0498 ShearAr, K1 0.042359 ShearAr, K2 0.042326 I1 0.00011436 I2 0.0003735 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00029934 Perimeter 0.932 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.083 Z -0.15 Recover Stresses At: Y 0.083 Z -0.15 Recover Stresses At: Y 0.083 Z 0.15 Recover Stresses At: Y -0.083 Z 0.15 Property 36 - Motor Type BEAM Color 110 Layer 1 Material 1 #Elem 4 SHAPE - Circular Bar Poisson Ratio 0. Radius 0.12 End A Area 0.04522 ShearAr, K1 0.040089 ShearAr, K2 0.040088 I1 0.00016286 I2 0.00016286 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00032545 Perimeter 0.75398

Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y 0. Z -0.12 Recover Stresses At: Y 0.12 Z 0. Recover Stresses At: Y 0. Z 0.12 Recover Stresses At: Y -0.12 Z 0. Property 37 - Fi 61 pojas Type BEAM Color 110 Layer 1 Material 1 #Elem 43 SHAPE - Circular Bar Poisson Ratio 0. Radius 0.0305 End A Area 0.0029225 ShearAr, K1 0.0025898 ShearAr, K2 0.0025898 I1 6.7966E-7 I2 6.7966E-7 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000013582 Perimeter 0.19164 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y 0. Z -0.0305 Recover Stresses At: Y 0.0305 Z 0. Recover Stresses At: Y 0. Z 0.0305 Recover Stresses At: Y -0.0305 Z 0. Property 38 - Fi 42.3x2.64 Type BEAM Color 110 Layer 1 Material 1 #Elem 286 SHAPE - Circular Tube Poisson Ratio 0. Radius 0.02115 Thickness 0.00264 End A Area 0.00032893 ShearAr, K1 0.00017577 ShearAr, K2 0.00017577 I1 6.49594E-8 I2 6.49594E-8 I12 0. NS Mass/Len 0. Warp Const 0. J 1.2989E-7 Perimeter 0.13289 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y 0. Z -0.02115 Recover Stresses At: Y 0.02115 Z 0. Recover Stresses At: Y 0. Z 0.02115 Recover Stresses At: Y -0.02115 Z 0. Property 39 - Uzduzni pojas kontra U14x Type BEAM Color 110 Layer 1 Material 1 #Elem 190 SHAPE - Rectangular Tube Poisson Ratio 0. Height 0.14 Width 0.06 Thickness 0.01 End A Area 0.0036 ShearAr, K1 0.00075145 ShearAr, K2 0.0025429 I1 0.00000188 I2 0.00000796 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000050107 Perimeter 0.4 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.03 Z -0.07 Recover Stresses At: Y 0.03 Z -0.07 Recover Stresses At: Y 0.03 Z 0.07 Recover Stresses At: Y -0.03 Z 0.07 Property 40 - KONTRATEG 2.2 t Type BEAM Color 110 Layer 1 Material 11 #Elem 15 SHAPE - Rectangular Bar Poisson Ratio 0.3 Height 1.025 Width 0.35 End A Area 0.35875 ShearAr, K1 0.30546 ShearAr, K2 0.30489 I1 0.0036622 I2 0.031409 I12 0. NS Mass/Len 0. Warp Const 0. J 0.011517 Perimeter 2.75 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.175 Z -0.5125 Recover Stresses At: Y 0.175 Z -0.5125 Recover Stresses At: Y 0.175 Z 0.5125 Recover Stresses At: Y -0.175 Z 0.5125 Property 41 - PLOCA Type PLATE Color 110 Layer 1 Material 1 #Elem 11 Bending Matl 0 TrShear Matl 0 CouplingMatl 0 Thickness 0.01 Top Fiber 0. Bot Fiber 0. NS Mass/Area 0. 12I/T**3 0. Tshear/T 0.

Property 42 - U 200 Type BEAM Color 110 Layer 1 Material 1 #Elem 13 SHAPE - Channel (C) Section Poisson Ratio 0.3 Height 0.2 Width, Top 0.08 Width, Bottom 0.08 Thick, Top 0.018 Thick, Bottom 0.018 Thickness 0.015 End A Area 0.00534 ShearAr, K1 0.0018469 ShearAr, K2 0.0025611 I1 0.0000029835 I2 0.000029441 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000004779 Perimeter 0.69 Neutral Axis Off A: Y 0.043257 Z 0. Neutral Axis Off B: Y 0.043257 Z 0. Recover Stresses At: Y 0.018229 Z -0.1 Recover Stresses At: Y 0.098229 Z -0.1 Recover Stresses At: Y 0.098229 Z 0.1 Recover Stresses At: Y 0.018229 Z 0.1 Property 43 - OKVIR ispod RE lezaja 160x100x10 Type BEAM Color 110 Layer 1 Material 1 #Elem 17 SHAPE - Rectangular Tube Poisson Ratio 0.3 Height 0.16 Width 0.1 Thickness 0.008 End A Area 0.003904 ShearAr, K1 0.0011966 ShearAr, K2 0.0023153 I1 0.0000062209 I2 0.000013231 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000013265 Perimeter 0.52 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.05 Z -0.08 Recover Stresses At: Y 0.05 Z -0.08 Recover Stresses At: Y 0.05 Z 0.08 Recover Stresses At: Y -0.05 Z 0.08 Property 44 - PLOCA ispod obrtnog lezaja 120x12 Type BEAM Color 110 Layer 1 Material 1 #Elem 7 SHAPE - Rectangular Bar Poisson Ratio 0.3 Height 0.12 Width 0.012 End A Area 0.00144 ShearAr, K1 0.00123 ShearAr, K2 0.0012236 I1 1.728E-8 I2 0.000001728 I12 0. NS Mass/Len 0. Warp Const 0. J 6.49606E-8 Perimeter 0.264 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.006 Z -0.06 Recover Stresses At: Y 0.006 Z -0.06 Recover Stresses At: Y 0.006 Z 0.06 Recover Stresses At: Y -0.006 Z 0.06 Property 45 - ROTE ERDE 1500 mm Type BEAM Color 110 Layer 1 Material 1 #Elem 13 SHAPE - Rectangular Bar Poisson Ratio 0.3 Height 0.16 Width 0.14 End A Area 0.0224 ShearAr, K1 0.019045 ShearAr, K2 0.019041 I1 0.000036587 I2 0.000047787 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000070028 Perimeter 0.6 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.07 Z -0.08 Recover Stresses At: Y 0.07 Z -0.08 Recover Stresses At: Y 0.07 Z 0.08 Recover Stresses At: Y -0.07 Z 0.08 Property 46 - I 100 x 60 potpora Rote Erde lezaja Type BEAM Color 110 Layer 1 Material 1 #Elem 9 SHAPE - I-Beam or Wide Flange (W) Poisson Ratio 0.3 Height 0.12 Width, Top 0.08 Width, Bottom 0.08 Thick, Top 0.008 Thick, Bottom 0.008 Thickness 0.008 End A Area 0.002112 ShearAr, K1 0.0012112 ShearAr, K2 0.00086266

I1 0.0000006871 I2 0.0000047708 I12 0. NS Mass/Len 0. Warp Const 0. J 4.64334E-8 Perimeter 0.544 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.04 Z -0.06 Recover Stresses At: Y 0.04 Z -0.06 Recover Stresses At: Y 0.04 Z 0.06 Recover Stresses At: Y -0.04 Z 0.06 Property 47 - KOSO REBRO na boku 60x120x8 Type BEAM Color 110 Layer 1 Material 1 #Elem 4 SHAPE - Rectangular Tube Poisson Ratio 0.3 Height 0.12 Width 0.06 Thickness 0.008 End A Area 0.002624 ShearAr, K1 0.0006506 ShearAr, K2 0.0017446 I1 0.0000014217 I2 0.0000045155 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000034944 Perimeter 0.36 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.03 Z -0.06 Recover Stresses At: Y 0.03 Z -0.06 Recover Stresses At: Y 0.03 Z 0.06 Recover Stresses At: Y -0.03 Z 0.06 Property 48 - PLOCA d=8 mm Type PLATE Color 110 Layer 1 Material 1 #Elem 21 Bending Matl 0 TrShear Matl 0 CouplingMatl 0 Thickness 0.008 Top Fiber 0. Bot Fiber 0. NS Mass/Area 0. 12I/T**3 0. Tshear/T 0. Property 49 - Veza sa Rotte Erde 200x200x20 Type BEAM Color 110 Layer 1 Material 1 #Elem 27 SHAPE - Rectangular Tube Poisson Ratio 0.3 Height 0.1 Width 0.1 Thickness 0.02 End A Area 0.0064 ShearAr, K1 0.0033535 ShearAr, K2 0.0033535 I1 0.0000072533 I2 0.0000072533 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000011836 Perimeter 0.4 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.05 Z -0.05 Recover Stresses At: Y 0.05 Z -0.05 Recover Stresses At: Y 0.05 Z 0.05 Recover Stresses At: Y -0.05 Z 0.05 Property 50 - Baza vrha tornja 280x190x12.5 Type BEAM Color 110 Layer 1 Material 1 #Elem 14 SHAPE - Rectangular Tube Poisson Ratio 0.3 Height 0.28 Width 0.19 Thickness 0.0125 End A Area 0.011125 ShearAr, K1 0.0036662 ShearAr, K2 0.0063033 I1 0.000064586 I2 0.00011958 I12 0. NS Mass/Len 0. Warp Const 0. J 0.00013038 Perimeter 0.94 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.095 Z -0.14 Recover Stresses At: Y 0.095 Z -0.14 Recover Stresses At: Y 0.095 Z 0.14 Recover Stresses At: Y -0.095 Z 0.14 Property 51 - Kutija 80x80x10 Type BEAM Color 110 Layer 1 Material 1 #Elem 15 SHAPE - Rectangular Tube Poisson Ratio 0.3 Height 0.08 Width 0.08 Thickness 0.01 End A Area 0.0028 ShearAr, K1 0.0013353 ShearAr, K2 0.0013353 I1 0.0000023333 I2 0.0000023333 I12 0.

NS Mass/Len 0. Warp Const 0. J 0.0000037023 Perimeter 0.32 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.04 Z -0.04 Recover Stresses At: Y 0.04 Z -0.04 Recover Stresses At: Y 0.04 Z 0.04 Recover Stresses At: Y -0.04 Z 0.04 Property 52 - U260x90x16 Type BEAM Color 110 Layer 1 Material 1 #Elem 24 SHAPE - Rectangular Tube Poisson Ratio 0.3 Height 0.26 Width 0.09 Thickness 0.016 End A Area 0.010176 ShearAr, K1 0.0016079 ShearAr, K2 0.0075727 I1 0.000012088 I2 0.000074534 I12 0. NS Mass/Len 0. Warp Const 0. J 0.000034911 Perimeter 0.7 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.045 Z -0.13 Recover Stresses At: Y 0.045 Z -0.13 Recover Stresses At: Y 0.045 Z 0.13 Recover Stresses At: Y -0.045 Z 0.13 Property 53 - ploca d=20 mm Type PLATE Color 110 Layer 1 Material 1 #Elem 14 Bending Matl 0 TrShear Matl 0 CouplingMatl 0 Thickness 0.02 Top Fiber 0. Bot Fiber 0. Thick Corn2 0.02 Thick Corn3 0.02 Thick Corn4 0.02 NS Mass/Area 0. 12I/T**3 0. Tshear/T 0. Property 54 - L 100 x 12 Type BEAM Color 110 Layer 1 Material 1 #Elem 28 SHAPE - Angle (L) Section Poisson Ratio 0.3 Height 0.1 Width 0.1 Thick, Bottom 0.012 Thickness 0.012 End A Area 0.002256 ShearAr, K1 0.00098778 ShearAr, K2 0.00098778 I1 0.0000021001 I2 0.0000021001 I12 -1.2357E-6 NS Mass/Len 0. Warp Const 0. J 1.0619E-7 Perimeter 0.4 Neutral Axis Off A: Y 0.022967 Z 0.022967 Neutral Axis Off B: Y 0.022967 Z 0.022967 Recover Stresses At: Y -0.0064378 Z -0.0064378 Recover Stresses At: Y 0.093562 Z -0.0064378 Recover Stresses At: Y 0.0055623 Z 0.093562 Recover Stresses At: Y -0.0064378 Z 0.093562 Property 55 - FI 100 mm osovina Type BEAM Color 110 Layer 1 Material 1 #Elem 10 SHAPE - Circular Bar Poisson Ratio 0.3 Radius 0.05 End A Area 0.007854 ShearAr, K1 0.0069599 ShearAr, K2 0.0069599 I1 0.0000049087 I2 0.0000049087 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000098092 Perimeter 0.31416 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y 0. Z -0.05 Recover Stresses At: Y 0.05 Z 0. Recover Stresses At: Y 0. Z 0.05 Recover Stresses At: Y -0.05 Z 0. Property 56 - MACKA DIZALICE 140 kg Type BEAM Color 110 Layer 1 Material 1 #Elem 6 SHAPE - Circular Bar Poisson Ratio 0.3 Radius 0.055 End A Area 0.0095033 ShearAr, K1 0.0084215 ShearAr, K2 0.0084215 I1 0.0000071869 I2 0.0000071869 I12 0.

NS Mass/Len 0. Warp Const 0. J 0.000014362 Perimeter 0.34558 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y 0. Z -0.055 Recover Stresses At: Y 0.055 Z 0. Recover Stresses At: Y 0. Z 0.055 Recover Stresses At: Y -0.055 Z 0. Property 57 - PLOCA FUNDAMENTA Type PLATE Color 110 Layer 1 Material 3 #Elem 0 Bending Matl 0 TrShear Matl 0 CouplingMatl 0 Thickness 0.1 Top Fiber 0. Bot Fiber 0. Thick Corn2 0.1 Thick Corn3 0.1 Thick Corn4 0.1 NS Mass/Area 0. 12I/T**3 0. Tshear/T 0. Property 58 - 3D solid FUNDAMENTA Type SOLID Color 14 Layer 1 CoordSys 0 #Elem 68 Material 3 Integration Net 0 Material Aligned to Coordinate System Property 59 - TLO - ispod fundamenta KLASA III Type SPRING/DAMPER Color 14 Layer 1 CoordSys 0 #Elem 68 Stiffness,K 100000000. Damping, C 0. Axial NASTRAN PBUSH Properties Stiffness,K1 0. K2 0. K3 0. K4 0. K5 0. K6 0. Damping, C1 0. C2 0. C3 0. C4 0. C5 0. C6 0. Struct Damping 0.08 Spring/Damp Location OFF Stress Recovery Coef Trans 0. Rot 0. Strain Recovery Coef Trans 0. Rot 0. Stiffness vs Frequency Functions None Force/Vel Damping vs Frequency Functions None Force vs Displacement Functions None Damping vs Frequency Function None Property 60 - ELEKTR ORMAN Type BEAM Color 14 Layer 1 Material 4 #Elem 3 SHAPE - Rectangular Bar Poisson Ratio 0.3 Height 0.2 Width 0.8 End A Area 0.16 ShearAr, K1 0.13598 ShearAr, K2 0.13637 I1 0.0085333 I2 0.00053333 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0018014 Perimeter 2. Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.4 Z -0.1 Recover Stresses At: Y 0.4 Z -0.1 Recover Stresses At: Y 0.4 Z 0.1 Recover Stresses At: Y -0.4 Z 0.1 Property 61 - Zatega glavna Type ROD Color 14 Layer 1 Material 1 #Elem 2 Area 0.0056 J 0. Coef Tor Str 0. NS Mass/Len 0. Perimeter 0. Property 62 - ZATEGA zadnja Type ROD Color 4 Layer 1 Material 1 #Elem 2 Area 0.0056 J 0. Coef Tor Str 0. NS Mass/Len 0. Perimeter 0. Property 63 - FI 30 x 2 CEV Type BEAM Color 4 Layer 1 Material 1 #Elem 200 SHAPE - Circular Tube Poisson Ratio 0.3 Radius 0.015 Thickness 0.002 End A Area 0.00017593 ShearAr, K1 0.00009411 ShearAr, K2 0.00009411

I1 1.7329E-8 I2 1.7329E-8 I12 0. NS Mass/Len 0. Warp Const 0. J 3.46444E-8 Perimeter 0.094248 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y 0. Z -0.015 Recover Stresses At: Y 0.015 Z 0. Recover Stresses At: Y 0. Z 0.015 Recover Stresses At: Y -0.015 Z 0. Property 64 - 185 x 30 rebro dole Type BEAM Color 4 Layer 1 Material 1 #Elem 12 SHAPE - Rectangular Bar Poisson Ratio 0.3 Height 0.185 Width 0.03 End A Area 0.00555 ShearAr, K1 0.0047303 ShearAr, K2 0.0047161 I1 4.1625E-7 I2 0.000015829 I12 0. NS Mass/Len 0. Warp Const 0. J 0.0000014978 Perimeter 0.43 Neutral Axis Off A: Y 0. Z 0. Neutral Axis Off B: Y 0. Z 0. Recover Stresses At: Y -0.015 Z -0.0925 Recover Stresses At: Y 0.015 Z -0.0925 Recover Stresses At: Y 0.015 Z 0.0925 Recover Stresses At: Y -0.015 Z 0.0925

Property 65 - Teg 4 x 550 kg Type MASS Color 24 Layer 1 CoordSys 0 #Elem 0 Mass, X 550. Mass, Y 550. Mass, Z 550. Inertia,I11 0. I22 0. I33 0. I21 0. I31 0. I32 0. Offset, X 0. Y 0. Z 0. Diameter 0.

Load Set 1 - TD-29 Q=2.2 t Load Definition 1 - Poremecajna sila od tereta 4 x 550 kg Nodal Forces (on Node) ID Color Layer Def CS X Y Z Phase 252 10 1 0 -6000. 0. 85-POREMECAJ 1402 10 1 0 -6000. 0. 85-POREMECAJ 1404 10 1 0 -6000. 0. 85-POREMECAJ 1408 10 1 0 -6000. 0. 85-POREMECAJ Load Set 1 - TD-29 Q=2.2 t Load Set 1 - TD-29 Q=2.2 t Nodal Forces (on Node) ID Color Layer Def CS X Y Z Phase 252 10 1 0 -6000. 0. 85-POREMECAJ

1402 10 1 0 -6000. 0. 85-POREMECAJ 1404 10 1 0 -6000. 0. 85-POREMECAJ 1408 10 1 0 -6000. 0. 85-POREMECAJ

Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraint Definition 1 - Constraint on Node Constraints Node ID 550 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 551 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 552 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 553 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 554 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 555 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 556 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 557 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 559 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 560 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 561 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 563 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 570 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 571 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 572 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 574 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 576 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 577 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 581 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 582 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 584 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 586 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 587 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 590 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 594 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 597 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 598 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 599 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 601 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 602 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 603 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 604 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 605 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 606 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 607 DOF 123--- CSys 0 Color 120 Layer 1

Node ID 609 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 612 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 613 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 616 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 618 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 622 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 623 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 624 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 625 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 626 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 627 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 628 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 629 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 630 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraint Definition 2 - Constraint on Node Constraints Node ID 558 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 567 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 585 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraint Definition 4 - Constraint on Node Constraints Node ID 25 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 51 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 160 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 162 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraint Definition 5 - Constraint on Node Constraints Node ID 172 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 174 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 191 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 192 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraint Definition 7 - Constraint on Node Constraints Node ID 196 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 201 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 204 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 214 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraint Definition 8 - Constraint on Node Constraints Node ID 217 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 227 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 230 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 243 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Set 1 - OSLONCI NA FUNDAMENTU Constraints Node ID 25 DOF 123--- CSys 0 Color 120 Layer 1

Node ID 51 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 160 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 162 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 172 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 174 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 191 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 192 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 196 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 201 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 204 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 214 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 217 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 227 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 230 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 243 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 550 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 551 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 552 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 553 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 554 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 555 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 556 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 557 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 558 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 559 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 560 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 561 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 563 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 567 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 570 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 571 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 572 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 574 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 576 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 577 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 581 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 582 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 584 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 585 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 586 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 587 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 590 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 594 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 597 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 598 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 599 DOF 123--- CSys 0 Color 120 Layer 1

Node ID 601 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 602 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 603 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 604 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 605 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 606 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 607 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 609 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 612 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 613 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 616 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 618 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 622 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 623 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 624 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 625 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 626 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 627 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 628 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 629 DOF 123--- CSys 0 Color 120 Layer 1 Node ID 630 DOF 123--- CSys 0 Color 120 Layer 1 Constraint Equations

Analysis Set : 4..Stefan 7 Q=2200 kg L=45 m Solver : NX Nastran Type : Static Analyze : Local Options Executive/Solution Direct Output To : C:\\Users\\Miomir\\Desktop\\STEFAN 1291 Problem ID : Solution Name : Max Time : 10000. Diagnostics : Extended Error Messages : On Extended Status Monitoring : On System Cell Overrides : Iterative Solver : Off Output Requests Displacement : On Applied Load : On Constraint Force : On Force : On Stress : On Corner Results : On Destination : PostProcess Only No Cases Defined Processors : 0 Solver Memory : 0 Save for Restart : Off Restart from Database : Off Bulk Data PARAM AUTOSPC : On AUTOSPC method : Eigenvalue PARAM GRDPNT : 0 PARAM K6ROT : 100. PARAM PRGPST : On Format : Small Field Skip Beam Shapes : Off Include Rigid Thermal Expansion : Off Treat Gaps as Contact : Off

GEOMCHECK Not Defined MODELCHECK Not Defined Master Requests and Conditions Title : Untitled Boundary Conditions Constraints : 1..OSLONCI NA FUNDAMENTU Loads : 1..TD-29 Q=2.2 t

Femap with NX Nastran Version 10.11 Wed Aug 14 11:51:18 2013

Model : C:\\Users\\ STEFAN 1291\\Stefan 7.MOD Report : Node Format : NASTRAN Displacement

Slika 3.21 Nastran Displacements - Veličine ugiba dizalice sa dve zatege Title : Staticka FEM analiza Stefan 7 Output Set 1 - NX NASTRAN Case 1 Set MAX/MIN Summary Table Set ID Value T1 Translation Minimum 1 1397 -0.0054254 Maximum 1 505 0.019692 T2 Translation Minimum 1 177 -0.0002803 Maximum 1 958 0.037716 T3 Translation Minimum 1 1410 -0.36094 Maximum 1 505 0.038635 R1 Rotation Minimum 1 1415 -0.011473

Maximum 1 13 0.0003263 R2 Rotation Minimum 1 129 -0.0031454 Maximum 1 1414 0.0050813 R3 Rotation Minimum 1 8 -0.003154 Maximum 1 7 0.0042713

Model : C:\\Users\\STEFAN 1291\\Stefan 7.MOD Report : Element Format : NASTRAN CBEAM Forces

Title : Staticka FEM analiza Stefan 7 Output Set 1 - NX NASTRAN Case 1 Title : Staticka FEM analiza Stefan 7 Output Set 1 - NX NASTRAN Case 1 Set MAX/MIN Summary Table Set ID Value Beam EndA Plane1 Moment Minimum 1 145 -10943.5 Maximum 1 141 9586.87 Beam EndA Plane2 Moment Minimum 1 1027 -13839.3 Maximum 1 900 8570.18

Beam EndA Pl1 Shear Force Minimum 1 1028 -112151. Maximum 1 1025 108395. Beam EndA Pl2 Shear Force Minimum 1 1027 -241002. Maximum 1 1026 241110. Beam EndA Axial Force Minimum 1 2 -245888. Maximum 1 1513 297249. Beam EndA Torque Force Minimum 1 904 -4288.23 Maximum 1 956 2584.66

Beam EndA Warping Torque Minimum 1 1 0. Maximum 1 1 0. Beam EndB Plane1 Moment Minimum 1 141 -10959.6 Maximum 1 145 9637.81 Beam EndB Plane2 Moment Minimum 1 1026 -13839.3 Maximum 1 1107 6507.62 Beam EndB Pl1 Shear Force Minimum 1 1028 -112151. Maximum 1 1025 108395. Beam EndB Pl2 Shear Force Minimum 1 1027 -241002.

Maximum 1 1026 241110. Beam EndB Axial Force Minimum 1 2 -245888. Maximum 1 1513 297249. Beam EndB Torque Force Minimum 1 904 -4288.23 Maximum 1 956 2584.66 Beam EndB Warping Torque Minimum 1 1 0. Maximum 1 1 0. Title : Staticka FEM analiza Stefan 7 Final MAX/MIN Summary Table Set ID Value Beam EndA Plane1 Moment Minimum 1 145 -10943.5 Maximum 1 141 9586.87

Beam EndA Plane2 Moment Minimum 1 1027 -13839.3 Maximum 1 900 8570.18 Beam EndA Pl1 Shear Force Minimum 1 1028 -112151. Maximum 1 1025 108395. Beam EndA Pl2 Shear Force Minimum 1 1027 -241002. Maximum 1 1026 241110. Beam EndA Axial Force Minimum 1 2 -245888. Maximum 1 1513 297249. Beam EndA Torque Force Minimum 1 904 -4288.23 Maximum 1 956 2584.66 Beam EndA Warping Torque Minimum 1 1 0. Maximum 1 1 0. Beam EndB Plane1 Mome Minimum 1 141 -10959.6

Maximum 1 145 9637.81 Beam EndB Plane2 Moment Minimum 1 1026 -13839.3 Maximum 1 1107 6507.62 Beam EndB Pl1 Shear Force Minimum 1 1028 -112151. Maximum 1 1025 108395. Beam EndB Pl2 Shear Force Minimum 1 1027 -241002. Maximum 1 1026 241110. Beam EndB Axial Force Minimum 1 2 -245888. Maximum 1 1513 297249. Beam EndB Torque Force Minimum 1 904 -4288.23 Maximum 1 956 2584.66 Beam EndB Warping Torque Minimum 1 1 0. Maximum 1 1 0.

Femap with NX Nastran Version 10.11 Wed Aug 14 11:52:25 2013

Model : C:\\Users\\STEFAN 1291\\Stefan 7.MOD Report : Element Format : NASTRAN CROD Stresses

Slika 3.22 Rod Axial stresses (aksijalni napon na zategama)

Title : NASTRAN CROD Stresses - Model 7 Output Set 1 - NX NASTRAN Case 1 Title : NASTRAN CROD Stresses - Model 7 Output Set 1 - NX NASTRAN Case 1 Set MAX/MIN Summary Table Set ID Value Rod Axial Stress Minimum 1 17 28576080. Maximum 1 1693 58894244. Rod Axial Stress M.S. Minimum 1 17 0. Maximum 1 17 0. Rod Torsional Stress Minimum 1 17 0. Maximum 1 17 0. Rod Torsional Stress M.S. Minimum 1 17 0. Maximum 1 17 0. Femap with NX Nastran Version 10.11 Wed Aug 14 11:53:25 2013 Model : C:\\Users\\STEFAN 1291\\Stefan 7.MOD Report : Element Format : MSC/pal Quad Plate Stresses Title : Staticka FEM analiza Stefan 7 Output Set 1 - NX NASTRAN Case 1 Title : Staticka FEM analiza Stefan 7 Output Set 1 - NX NASTRAN Case 1 Set MAX/MIN Summary Table Set ID Value Plate Top X Normal Stress Minimum 1 1642 -32448890. Maximum 1 1691 123763560. Plate Bot X Normal Stress Minimum 1 1642 -32739018. Maximum 1 1691 126438936. Plate Top MajorPrn Stress Minimum 1 890 -8801689.

Maximum 1 1691 124071592. Plate Bot MajorPrn Stress Minimum 1 890 -9681373. Maximum 1 1691 127015584. Plate Top Y Normal Stress Minimum 1 1029 -19433154. Maximum 1 1694 41456300. Plate Bot Y Normal Stress Minimum 1 1029 -20292264. Maximum 1 1694 31665474. Plate Top MinorPrn Stress Minimum 1 1641 -32894062. Maximum 1 1694 12934076. Plate Bot MinorPrn Stress Minimum 1 1642 -32740450. Maximum 1 1691 5936722. Plate Top XY Shear Stress Minimum 1 1692 -39183248. Maximum 1 1695 22486188. Plate Bot XY Shear Stress Minimum 1 1692 -40285988. Maximum 1 1695 16680608. Plate Top MaxShear Stress Minimum 1 895 144060. Maximum 1 1691 63183160. Plate Bot MaxShear Stress Minimum 1 895 460696. Maximum 1 1691 60539432. Title : Staticka FEM analiza Stefan 7 Final MAX/MIN Summary Table Set ID Value

Plate Top X Normal Stress Minimum 1 1642 -32448890. Maximum 1 1691 123763560. Plate Bot X Normal Stress Minimum 1 1642 -32739018. Maximum 1 1691 126438936. Plate Top MajorPrn Stress Minimum 1 890 -8801689. Maximum 1 1691 124071592. Plate Bot MajorPrn Stress Minimum 1 890 -9681373. Maximum 1 1691 127015584. Plate Top Y Normal Stress Minimum 1 1029 -19433154. Maximum 1 1694 41456300. Plate Bot Y Normal Stress Minimum 1 1029 -20292264. Maximum 1 1694 31665474. Plate Top MinorPrn Stress Minimum 1 1641 -32894062. Maximum 1 1694 12934076.

Plate Bot MinorPrn Stress Minimum 1 1642 -32740450. Maximum 1 1691 5936722. Plate Top XY Shear Stress Minimum 1 1692 -39183248. Maximum 1 1695 22486188. Plate Bot XY Shear Stress Minimum 1 1692 -40285988. Maximum 1 1695 16680608. Plate Top MaxShear Stress Minimum 1 895 144060. Maximum 1 1691 63183160. Plate Bot MaxShear Stress Minimum 1 895 460696. Maximum 1 1691 60539432. Femap with NX Nastran Version 10.11 Wed Aug 14 11:54:15 2013

Model : C:\\Users\\STEFAN 1291\\Stefan 7.MOD Report : Element Format : ANSYS Plate Stresses

Slika 3.23 Von-Mises naponi na ploči (detalj spoja čvora zatege na glavnoj streli) Title : Staticka FEM analiza Stefan 7 Output Set 1 - NX NASTRAN Case 1 Title : Staticka FEM analiza Stefan 7 Output Set 1 - NX NASTRAN Case 1 Set MAX/MIN Summary Table Set ID Value Plate Top X Normal Stress Minimum 1 1642 -32448890. Maximum 1 1691 123763560. Plate Top Y Normal Stress Minimum 1 1029 -19433154. Maximum 1 1694 41456300. Plate Top XY Shear Stress Minimum 1 1692 -39183248. Maximum 1 1695 22486188. Plate Top MajorPrn Stress Minimum 1 890 -8801689. Maximum 1 1691 124071592. Plate Top MinorPrn Stress Minimum 1 1641 -32894062.

Maximum 1 1694 12934076. Plate Top VonMises Stress Minimum 1 895 274404. Maximum 1 1691 125234728. Plate Bot X Normal Stress Minimum 1 1642 -32739018. Maximum 1 1691 126438936. Plate Bot Y Normal Stress Minimum 1 1029 -20292264. Maximum 1 1694 31665474. Plate Bot XY Shear Stress Minimum 1 1692 -40285988. Maximum 1 1695 16680608. Plate Bot MajorPrn Stress Minimum 1 890 -9681373. Maximum 1 1691 127015584. Plate Bot MinorPrn Stress Minimum 1 1642 -32740450. Maximum 1 1691 5936722.

Plate Bot VonMises Stress Minimum 1 895 877016. Maximum 1 1691 124153720. Title : Staticka FEM analiza Stefan 7 Final MAX/MIN Summary Table Set ID Value Plate Bot MinorPrn Stress Minimum 1 1642 -32740450. Maximum 1 1691 5936722. Plate Bot VonMises Stress Minimum 1 895 877016. Maximum 1 1691 124153720. Plate Top X Normal Stress Minimum 1 1642 -32448890.

Maximum 1 1691 123763560. Plate Top Y Normal Stress Minimum 1 1029 -19433154. Maximum 1 1694 41456300. Plate Top XY Shear Stress Minimum 1 1692 -39183248. Maximum 1 1695 22486188. Plate Top MajorPrn Stress Minimum 1 890 -8801689. Maximum 1 1691 124071592. Plate Top MinorPrn Stress Minimum 1 1641 -32894062. Maximum 1 1694 12934076.

Plate Top VonMises Stress Minimum 1 895 274404. Maximum 1 1691 125234728. Plate Bot X Normal Stress Minimum 1 1642 -32739018. Maximum 1 1691 126438936. Plate Bot Y Normal Stress Minimum 1 1029 -20292264.

Maximum 1 1694 31665474. Plate Bot XY Shear Stress Minimum 1 1692 -40285988. Maximum 1 1695 16680608. Plate Bot MajorPrn Stress Minimum 1 890 -9681373. Maximum 1 1691 127015584.

Femap with NX Nastran Version 10.11 Wed Aug 14 12:16:56 2013 Model : C:\\Users\\STEFAN 1291\\Stefan 7.MOD Report : Node

Format : NASTRAN Displacement

Title : Staticka FEM analiza Stefan 7 Strela Output Set 1 - NX NASTRAN Case 1 Title : Staticka FEM analiza Stefan 7 Strela

Slika 3.24 Displacements (ugibi) glavne strele Title : Staticka FEM analiza Stefan 7 Strela Output Set 1 - NX NASTRAN Case 1 Title : Staticka FEM analiza Stefan 7 Strela

Output Set 1 - NX NASTRAN Case 1 Set MAX/MIN Summary Table Set ID Value T1 Translation Minimum 1 1397 -0.0054254 Maximum 1 404 0.0067769

T2 Translation Minimum 1 23 0. Maximum 1 1419 0.033967 T3 Translation Minimum 1 1410 -0.36094 Maximum 1 23 0. R1 Rotation Minimum 1 1415 -0.011473 Maximum 1 23 0. R2 Rotation Minimum 1 129 -0.0031454 Maximum 1 1414 0.0050813 R3 Rotation Minimum 1 129 -0.00049085 Maximum 1 1205 0.00065223 Femap with NX Nastran Version 10.11 Wed Aug 14 12:18:42 2013 Model : C:\\Users\\STEFAN 1291\\Stefan 7.MOD Report : Element

Format : NASTRAN CBEAM Stresses Title : Staticka FEM analiza Output Set 1 - NX NASTRAN Case 1 Title : Staticka FEM analiza Stefan 7 Strela

Slika 3.25 Maksimalni kombinovani naponi na

glavnoj streli

Title : Staticka FEM analiza Stefan 7 Strela Final MAX/MIN Summary Table Set ID Value T1 Translation Minimum 1 1397 -0.0054254 Maximum 1 404 0.0067769 T2 Translation Minimum 1 23 0. Maximum 1 1419 0.033967 T3 Translation Minimum 1 1410 -0.36094 Maximum 1 23 0. R1 Rotation Minimum 1 1415 -0.011473 Maximum 1 23 0. R2 Rotation Minimum 1 129 -0.0031454 Maximum 1 1414 0.0050813 R3 Rotation Minimum 1 129 -0.00049085 Maximum 1 1205 0.00065223

Title : Staticka FEM analiza Stefan 7 Strela Output Set 1 - NX NASTRAN Case 1 Set MAX/MIN Summary Table Set ID Value Beam EndA Pt1 Comb Stress Minimum 1 1205 -74827376. Maximum 1 1512 103821152. Beam EndA Pt2 Comb Stress Minimum 1 1252 -72236736. Maximum 1 1512 112581768. Beam EndA Pt3 Comb Stress Minimum 1 1214 -73519216. Maximum 1 1513 100994232. Beam EndA Pt4 Comb Stress Minimum 1 1510 -119028216. Maximum 1 1511 179028432. Beam EndA Max Comb Stress Minimum 1 1249 -56878676. Maximum 1 1511 179028432. Beam EndA Min Comb Stress Minimum 1 1510 -119028216. Maximum 1 1513 97870728. Beam Tension M.S. Minimum 1 148 0. Maximum 1 148 0. Beam Compression M.S. Minimum 1 148 0. Maximum 1 148 0. Beam EndB Pt1 Comb Stress Minimum 1 1034 -82914168. Maximum 1 1512 102434528. Beam EndB Pt2 Comb Stress Minimum 1 1510 -145700304. Maximum 1 1511 152403456. Beam EndB Pt3 Comb Stress Minimum 1 1234 -70032912. Maximum 1 1513 103352304. Beam EndB Pt4 Comb Stress Minimum 1 1214 -69776760. Maximum 1 1513 110197064. Beam EndB Max Comb Stress Minimum 1 1249 -55783380. Maximum 1 1511 152403456. Beam EndB Min Comb Stress Minimum 1 1510 -145700304. Maximum 1 1512 97870928. Title : Staticka FEM analiza Stefan 7 Strela Final MAX/MIN Summary Table Set ID Value Beam EndA Pt1 Comb Stress Minimum 1 1205 -74827376. Maximum 1 1512 103821152. Beam EndA Pt2 Comb Stress Minimum 1 1252 -72236736. Maximum 1 1512 112581768. Beam EndA Pt3 Comb Stress Minimum 1 1214 -73519216. Maximum 1 1513 100994232. Beam EndA Pt4 Comb Stress Minimum 1 1510 -119028216. Maximum 1 1511 179028432. Beam EndA Max Comb Stress Minimum 1 1249 -56878676. Maximum 1 1511 203753824. Beam EndA Min Comb Stress Minimum 1 1510 -119028216. Maximum 1 1513 97870728.

Beam Tension M.S. Minimum 1 148 0. Maximum 1 148 0. Beam Compression M.S. Minimum 1 148 0. Maximum 1 148 0. Beam EndB Pt1 Comb Stress Minimum 1 1034 -82914168. Maximum 1 1512 102434528. Beam EndB Pt2 Comb Stress Minimum 1 1510 -145700304. Maximum 1 1511 152403456. Beam EndB Pt3 Comb Stress Minimum 1 1234 -70032912. Maximum 1 1513 103352304. Beam EndB Pt4 Comb Stress Minimum 1 1214 -69776760. Maximum 1 1513 110197064. Beam EndB Max Comb Stress Minimum 1 1249 -55783380. Maximum 1 1511 152403456. Beam EndB Min Comb Stress Minimum 1 1510 -145700304. Maximum 1 1512 97870928.

4. ANALIZA NOSEĆE KONSTRUKCIJE TORANJSKE

DIZALICE I PROVERA MOGUĆNOSTI POBOLJŠANJA

4.1 Dopušteni naponi ĉelika za noseće konstrukcije

Opšti konstrukcioni čelici propisani su prema stendardu SRPS U.E7.145.

Ovi čelici imaju garantovanu granicu razvlačenja Re prema kojoj se dalje utvrdjuju dozvoljeni

naponi.

Shodno korišćenim materijalima (Tabela 4.1), koriste se sledeće vrednosti garantovane granice

plastičnosti :

T- 4.1

SRPS U.E7.145

Garantovana granica plastičnosti

Re [kN/cm2] ,

(za dim. 3 ÷ 100 mm)

S 355 30.5 - 35.5

Za osnovne materijale od kojih je napravljena konstrukcija naš standard SRPS U.E7.145

predviĎa tri osnovna slučaja opterećenja sa odgovarajućim koeficijentima sigurnosti za

odredjivanje dozvoljenih napona:

I - osnovno opterećenje,

II- osnovno i dopunsko zajedno

III- opterećenja konstrukcija od izuzetnih uticaja

U osnovna opterećenja spadaju: sopstvena težina konstrukcije, stalno opterećenje na njoj,

korisno opterećenje, sneg i druge kategorije čije prisustvo je višestruko trajnije od dopunskih

uticaja.

U dopunska opterećenja spada: uticaj vetra, uticaj inercijalnih sila, temperaturni uticaji i druga

dejstva povremeno i kratkotrajno prisutna.

U opterećenja kod izuzetnih (slučajnih) uticaja spada: udar drumskog vozila u stub hale, zatim

uticaj inercijalnih sila izazvanih slučajnim vibracijama, naprezanja izazvana montažom,

transportom kao i seizmički uticaji.

Propisani koeficijenti sigurnosti za ove slučajeve opterećenja konstrukcije su kod prvog slučaja

opterećenja ν(I) = 1.5 .

Deljenjem napona na granici razvlačenja stepenom sigurnosti dobija se dopušteni napon:

σdop = Re/ν

Dopušteni naponi se odnose na opterećenja od zatezanja, pritiska i savijanja.

Tangentni napon od smicanja se odredjuje u odnosu na napon na granici razvlačenja Re za

odredjeni slučaj opterećenja, prema obrascu:

τdop = Re/νs

Za prvi (I) slučaj opterećenja, koeficijent sigurnosti od smicanja νS iznosi: νs(I) = 2.598 .

U slučaju čelika S 355, prema standardu SRPS U.E7.145, dozvoljeni naponi su dati u tabeli 4.2 :

T- 4.2

Vrsta napona Prvi sluĉaj opterećenja

σdop [kN/cm2] 24

τdop [kN/cm2] 14

4.2 Ocena adekvatnosti modelirane konstrukcije sa dve zatege

Pri statičkom opterećenju (I slučaj) toranjske dizalice metodom strukturne FEM analize utvrĎene

su maksimalne vrednosti sila i napona koji se javljaju usled opterećenja teretom od 2.2t (22kN)

na dohvatu strele od 45m.

Prema Srpskom Standardu (SRPS U.E7.145) o nosećim čeličnim konstrukcijama, spojenim

zakovicama i vijcima, maksimalni dozvoljeni napon čelika C-0561 (S355) jeste 24 kN/cm2.

σdop = 24 kN/cm2

Na modelu dizalice sa dve zatege dobili smo, putem strukturne statičke FEM analize u programu

MSC NASTRAN 2004, sledeće vrednosti napona (naponsku sliku stanja) prikazanim u [ N/m2] :

Slika 4.11 Naponsko stanje opterećene toranjske dizalice (kontrastrele) sa dve zatege u

programu MSC NASTRAN 2004

Slika 4.12 Naponska slika opterećene toranjske dizalice (glavne strele) sa dve zatege u programu

MSC NASTRAN 2004

Slika 4.13 Veličina maksimalnog napona na streli dizalice, datih u [ N/m2]

Iz priloženog se uočavca da se, na elementu 1511 (spoj zatege sa gornjim pojasom strele),

pojavljuje najveći napon u vrednosti od 203753824 [ N/m2], što iznosi 20.375 [kN/cm

2] .

Prema srpskom standardu (SRPS U.E7.145) maksimalni dozvoljeni napon za čelik S355 jeste

σdop = 24 kN/cm2 .

Zaključujemo da najveća vrednost napona na dizalici (20.375 kN/cm2) nije dostigla najveću

dopuštenu vrednost napona (σdop = 24 kN/cm2) , tako da model dizalice sa dve zatege na streli

zadovoljava test I sluĉaja opterećenja - statičkog opterećenja.

Sada, možemo razmotriti koliku rezervu napona pri statičkom opterećenju poseduje data

dizalica:

σdop − Beam Max Comb Stress = 24 − 20.375 = 3.625 [kN/cm2]

5. ZAKLJUĈAK

1) Novo rešenje sa dve zatege ima veću pouzdanost, pa je zbog toga razmatramo.

2) Novo rešenje sa dve zatege ima povoljniju naponsku sliku i manju lokalnu

opterećenost.

3) Ukupni ugibi strele su manji kada se koriste dve zatege.

4) Rešenje sa dve zatege ima više konstruktivnih elemenata od rešenja sa jednom

zategom, ali je cena tog složenijeg rešenja, po značaju, daleko manja od

sigurnosti - stabilnosti celog objekta.

Zbog toga se preporučuje, na osnovu ove analize, rešenje sa dve zatege.

LITERATURA

1. TEORIJA PROJEKTOVANJA KONSTRUKCIJA RAČUNAROM , NIŠ 1994.

Dr Miomir Jovanović

2. CAD/FEA PRAKTIKUM , PODGORICA 2000.

Dr Miomir Jovanović

Mr Janko D. Jovanović

3.http://ttl.masfak.ni.ac.rs/ANALIZA%20NOSECIH%20STRUKTURA%202006_

2007%20S%20A%20J%20T/PREDAVANJE-3%20%20%20ANS%20.pdf