prikaz prve stranice dokumenta PRORAČUN STATIČKI NEODREĐENOG LINIJSKOG NOSAČA CLAPEYRONOVIM JEDNADŽBAMA
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undergraduate thesis
PRORAČUN STATIČKI NEODREĐENOG LINIJSKOG NOSAČA CLAPEYRONOVIM JEDNADŽBAMA
2020. urn:nbn:hr:228:652746
Šiljić, Mario
University of Split
University Department of Professional Studies
Department of Mechanical Engineering

Cite this document

Šiljić, M. (2020). PRORAČUN STATIČKI NEODREĐENOG LINIJSKOG NOSAČA CLAPEYRONOVIM JEDNADŽBAMA (Undergraduate thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:228:652746

Šiljić, Mario. "PRORAČUN STATIČKI NEODREĐENOG LINIJSKOG NOSAČA CLAPEYRONOVIM JEDNADŽBAMA." Undergraduate thesis, University of Split, University Department of Professional Studies, 2020. https://urn.nsk.hr/urn:nbn:hr:228:652746

Šiljić, Mario. "PRORAČUN STATIČKI NEODREĐENOG LINIJSKOG NOSAČA CLAPEYRONOVIM JEDNADŽBAMA." Undergraduate thesis, University of Split, University Department of Professional Studies, 2020. https://urn.nsk.hr/urn:nbn:hr:228:652746

Šiljić, M. (2020). 'PRORAČUN STATIČKI NEODREĐENOG LINIJSKOG NOSAČA CLAPEYRONOVIM JEDNADŽBAMA', Undergraduate thesis, University of Split, University Department of Professional Studies, accessed 24 March 2023, https://urn.nsk.hr/urn:nbn:hr:228:652746

Šiljić M. PRORAČUN STATIČKI NEODREĐENOG LINIJSKOG NOSAČA CLAPEYRONOVIM JEDNADŽBAMA [Undergraduate thesis]. Split: University of Split, University Department of Professional Studies; 2020 [cited 2023 March 24] Available at: https://urn.nsk.hr/urn:nbn:hr:228:652746

M. Šiljić, "PRORAČUN STATIČKI NEODREĐENOG LINIJSKOG NOSAČA CLAPEYRONOVIM JEDNADŽBAMA", Undergraduate thesis, University of Split, University Department of Professional Studies, Split, 2020. Available at: https://urn.nsk.hr/urn:nbn:hr:228:652746

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Metadata
TitlePRORAČUN STATIČKI NEODREĐENOG LINIJSKOG NOSAČA CLAPEYRONOVIM JEDNADŽBAMA
Title (english)CALCULATION OF STATICALLY INDETERMINATE CONTINUOUS BEAM USING CLAPEYRON EQUATIONS
AuthorMario Šiljić
MentorAdo Matoković (mentor)
Committee memberSlaven Šitić (član povjerenstva)
Committee memberVladimir Vetma (član povjerenstva)
GranterUniversity of Split
University Department of Professional Studies
(Department of Mechanical Engineering)
Split
Defense date and country2020-09-16, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Mechanical Engineering
Abstract
U ovom radu promatrat će se i obrađivati kontinuirani nosač s 5 oslonaca, opterećen kontinuiranim opterećenjem q1 u prvom segmentu, silom F1 u drugom i F2 u trećem segmentu, te kontinuiranim opterećenjem q2 u zadnjem segmentu. Takvi nosači su statički neodređeni jer je broj nepoznatih vrijednosti sila u vezama, vanjskim ili unutarnjim, veći od broja neovisnih jednadžbi, koje izražavaju uvjete ravnoteže i ovakvi nosači proračunavaju se jednadžbom triju momenata ili Clapeyronovom jednadžbom. Potrebno je proračunati nosač u dvije varijante, varijanta 1 je kada je fleksijska krutost konstantna po cijeloj dužini, te kada je fleksijska krutost različita za određene segmente, te je potrebno usporediti rezultate i iznijeti zaključke. Nakon obavljenog proračuna, dimenzionirati linijski nosač konstantne fleksijske krutosti i odabrati zadovoljavajući profil po principu lakih metalnih konstrukcija. Ovakav rad obuhvatio je proučavanje literature i rješavanje sličnih primjera, kako bi se steklo iskustvo u radu s ovakvim problemima. U ovom radu potrebno je odrediti reakcijske sile u osloncima A, B, D, F, G, te nacrtati dijagrame unutarnjih sila i momenata savijanja koje djeluju na ovaj nosač.
Abstract (english)
This final thesis observes and processes continuous beam with 5 supports loaded with continuous load q1 in the first segment, vertical load F1 and F2 in second and first segment and continuous load q2 in the last segment. These beams are statically indeterminate because number of unknown values of forces in reactions, internal or external, are larger than number of independent equations which express equilibrium condition and these beams are calculated using Three-moment equation also called Clapeyron equation. It is required to calculate the beam in two variants, first variant consists of having a constant flexural stiffness throughout entire beam length, and second variant where the flexural stiffness differs in different segments and its required to compare the values of both and draw conclusions. After completed calculations, the beam with constant flexural stiffness has to be dimensioned, and the matching profile has to be chosen on the principle of light metal constructions. This thesis has includes studying literature and solving similar examples to acquire experience in work with these problems. In this graduation work it is required to determine reaction forces in supports A, B, D, F, G, and construct corresponding diagrams of internal forces and bending moment.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:228:652746
Study programmeTitle: Mechanical Engineering – professional - professional
Study programme type: professional
Study level: undergraduate
Academic / professional title: stručni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka strojarstva (stručni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka strojarstva)
Type of resourceText
File originBorn digital
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Created on2020-12-01 11:06:55