Calculating and Designing Floor Elements of a Multi-Storey Building
- Added: 06.03.2015
- Size: 2 MB
- Downloads: 3
Description
Course design of multi-storey frame building.
Source Data:
- Construction district of Angarsk
- Plan dimensions of building: length L = 42m, width B = 23m
- Number of floors n = 3;
- Floor height H = 4.6 m;
- Load full temporary standard V = 9.0kPa
- Soil resistance R = 0.29mPa
-Level of responsibility: norms (| |)
Composition of the project:
Introduction
1 Monolithic ribbed floor
2 Calculation and design of precast reinforced concrete column
3 Calculation and design of centrally loaded foundation for middle column
4 Calculation of space of external load-bearing wall of multi-storey building
List of literature.
Project's Content
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ZhBK.dwg
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ПЗаписка.doc
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ZhBK.bak
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Additional information
Contents
CONTENTSIntroduction
1 Monolithic ribbed floor
1.1 Initial data
1.2 Calculation and Design of Beam Plate
1.3 Calculation and Design of Secondary Beam
2 Calculation and design of precast reinforced concrete column
2.1 Design Input
2.2 Determination of calculated forces
2.3 Calculation of working reinforcement area
3 Calculation and design of centrally loaded foundation for middle column
3.1 Design Input
3.2 Determination of geometric dimensions of foundation
3.3 Determination of working reinforcement area
4 Calculation of space of external load-bearing wall of multi-storey building
4.1 Initial data
4.2 Determination of calculation forces
4.3 Bearing Capability Check
List of literature
Introduction
The purpose of the course project is to get acquainted with the main theoretical prerequisites for designing reinforced concrete structures and learn to use the relevant technical and regulatory literature.
The essence of the work is to develop practical skills for designing the simplest design elements by implementing the following system sequence:
assignment (adoption) of a general layout solution of the floor;
Select the design scheme of the element
load collection and determination of design forces;
selection of a section according to the conditions of ensuring strength of the element;
Designing the element to meet the requirements of the design standards
checking the adequacy of the decisions made for compliance with the requirements of the second group of limit states;
graphic design of design results.
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