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Calculation of bridge crane box structure beam

  • Added: 30.08.2014
  • Size: 6 MB
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Description

Explanatory note, graphic

Project's Content

icon
icon
icon 1 Общее устройство и область применения.doc
icon 2 Типы крановых металлоконструкций.doc
icon 3 Характеристики и основные размеры мостового крана.doc
icon 4 Расчет балки коробчатой конструкции мостового крана.doc
icon Desktop.ini
icon Балка.Общий вид.bak
icon Балка.Общий вид.cdw
icon Библиографический спис.doc
icon Ввидение.doc
icon Заключение.doc
icon Общий вид мостового крана2.cdw
icon Содержание.doc
icon Схема нагрузок на главную балку.bak
icon Схема нагрузок на главную балку.cdw
icon Титульный лист.doc

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

Drawings content

icon Балка.Общий вид.cdw

Балка.Общий вид.cdw

icon Общий вид мостового крана2.cdw

Общий вид мостового крана2.cdw

icon Схема нагрузок на главную балку.cdw

Схема нагрузок на главную балку.cdw
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