Optimalizace návrhu předem předpjatých mostních nosníků
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Vysoká škola báňská – Technická univerzita Ostrava
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Abstract
The aim of this diploma thesis is optimatization of pre-tensioned bridge beams.
Beams are going to be designed in several height and two length variants, made of normal
performance concrete (C55/67) and high performance concrete (C90/105). Calculated load
effects on bridge structure will be used to design reinforcement, verification of ultimate
limit states and serviceability limit states. On choosen beam calculation (both limit states)
will be made in detail and drawing documentation will be made as well
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Bridge beam, prefabricated structure, pre-tensioned concrete, anchorage of
reinforcement, ultimate limit state, serviceability limit state, Scia Engineer