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Izdelava računalniškega programa za dimenzioniranje naknadno prednapetih betonskih nosilcev : diplomska naloga
ID Starc, Jure (Author), ID Lopatič, Jože (Mentor) More about this mentor... This link opens in a new window

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MD5: 92852183632F6E8448A81494E8B287F3
PID: 20.500.12556/rul/f96495a2-d31f-4022-9ada-742942f157ef

Abstract
Diplomska naloga opisuje izdelavo programskega orodja za dimenzioniranje naknadno prednapetih betonskih nosilcev. Napisan je v Microsoftovem programu Excel s pomočjo programskega jezika Visual Basic (VBA). Zaradi obsežnega problema, je račun omejen le na polno prednapete betonske elemente. Program uporabniku omogoča hitro in enostavno analizo naknadno prednapetega prostoležečega nosilca, pri katerem lahko vnese poljubni potek kabelske linije v obliki kvadratne parabole ali ravne linije. Vsebina naloge zajema vse enačbe, ter razlage posameznih spremenljivk v enačbah, ki so bile uporabljene v okviru izdelave kode za omenjeni program. Dodane so tudi vse tabele in preglednice, katere uporabnik potrebuje pri vnosu določenih koeficientov. Sledi predstavitev programa, kjer je prikazan sam izgled programa, način vnašanja potrebnih podatkov, postopek izračuna, ter ozadje delovanja izdelanega programa.

Language:Slovenian
Keywords:naknadno prednapetje, kabli za prednapenjanje, Freyssinet, program Excel
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publisher:[J. Starc]
Year:2017
PID:20.500.12556/RUL-95446 This link opens in a new window
UDC:004.42:624.012.4:624.072.2(043.2)
COBISS.SI-ID:8174177 This link opens in a new window
Publication date in RUL:20.09.2017
Views:3108
Downloads:886
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Secondary language

Language:English
Title:Development of a computer program for the design of post-tensioned prestressed concrete beams : Graduation thesis
Abstract:
The graduation thesis describes a computer program for the design of post-tensioned concrete beams. It was made in Microsoft's Excel with the help of Visual Basic (VBA). Due to the sheer magnitude of the issue at hand the calculations are limited to fully prestressed concrete members. The program allows the user to quickly and easily analyze post-tensioned simple concrete beams. It also gives the user a choice of the course of the tendons along the reference axis. The thesis includes the descriptions of all the used equations and variables, along with tables and charts the user needs to enter certain coefficients. This is followed by a detailed presentation of the program that includes the descriptions of the design, ways to enter the necessary values, calculation process and how it all works.

Keywords:post-tensioning, prestressing cables, Freyssinet, program Excel

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