Calculation of bridge crane box structure beam
- Added: 30.08.2014
- Size: 6 MB
- Downloads: 4
Description
Project's Content
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1 Общее устройство и область применения.doc
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2 Типы крановых металлоконструкций.doc
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3 Характеристики и основные размеры мостового крана.doc
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4 Расчет балки коробчатой конструкции мостового крана.doc
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Desktop.ini
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Балка.Общий вид.bak
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Балка.Общий вид.cdw
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Библиографический спис.doc
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Ввидение.doc
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Заключение.doc
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Общий вид мостового крана2.cdw
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Содержание.doc
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Схема нагрузок на главную балку.bak
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Схема нагрузок на главную балку.cdw
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Титульный лист.doc
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Additional information
Contents
Contents
Introduction
1. Common Device and Scope
2. Types of crane steel structures
3. Characteristics and main dimensions of the bridge crane
4. Calculation of bridge crane box structure beam
Conclusion
Bibliographic list
Introduction
Modern calculation methods require knowledge of the actual loading of structures, and external loads should be known not only by magnitude, but also by frequency of repetition. Moreover, endurance calculations require knowledge of cycle asymmetry coefficients, for which not only maximum, but also minimum stresses (loads) must be known.
Task
for a course project to a student
Ionov Artyom Yuryevich
Group: 411
Specialty: 190602.65 Operation of transhipment equipment of ports and transport terminals
Topic: "Calculation of bridge crane box structure beam"
List of issues to be developed:
1) Common device and scope.
2) Types of crane steel structures.
3) Characteristics and main dimensions of the bridge crane.
4) Calculation of bridge crane box structure beam.
Conclusion
Modern calculation methods require knowledge of the actual loading of structures, and external loads should be known not only by magnitude, but also by frequency of repetition. Moreover, endurance calculations require knowledge of cycle asymmetry coefficients, for which not only maximum, but also minimum stresses (loads) must be known.
The natural consequence of the above is the improvement of methods for calculating metal structures of lifting and transportation machines. This includes clarifying the overload factors for the loads of those lifting vehicles that are already calculated according to the limit state, and creates the prerequisites for expanding the range of metal structures of lifting vehicles calculated according to this method.
Bibliographic list
1. Anuryev V.N. Handbook of the Designer of Mechanical Engineering, 6th ed., M., Mechanical Engineering, 1982
2. Boguslavsky P.E. Construction mechanics of crane metal structures. - M.-L.: Meshgiz, 1944g.
3. Gohberg M.M. Metal structures of lifting and transportation machines. - L.: Engineering, 1976
4. Metal structures. Designer Reference Book. Ed. N.P. Melnikov, 2nd ed. - M.: Stroyizdat, 1980
5. Moiseev V.I. Calculation of local stability of steel beams beyond the limit of elasticity//Builds. mechanics and calculation of structures. – 1982.
6. Rachkov E.V., Silikov Yu.V. Lifting vehicles and mechanisms., M., Transport, 1989
7. Yasinsky F.S. Selected works on the stability of compressed rods. - M. - L.: Gostekhteoretizdat, 1952
Балка.Общий вид.cdw
Общий вид мостового крана2.cdw
Схема нагрузок на главную балку.cdw
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