Calculation of column with foundation
- Added: 06.06.2018
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Description
1. INTRODUCTION...................................................................................5 2. CONFIGURATION OF THE CONSTRUCTIVE SCHEME OF COMBINED REINFORCED CONCRETE OVERLAPPING................................................6 3. CALCULATION AND DESIGNING OF THE COMBINED REINFORCED CONCRETE COLUMN.......................................................................................8 3.1. Basic data...................................................................8 3.1.1. Purpose of cross-sectional dimensions of the column................ 8 3.1.2. Column load collection.................................................. 8 3.1.3. Regulatory and design characteristics of materials for girder.......................................................................................... 9 3.2. Determination of internal forces in the column 9 3.3. Calculation of a column for durability...................................................10 4. CALCULATION AND DESIGNING OF THE REINFORCED CONCRETE FOUNDATION UNDER A COLUMN......................................................................................12 4.1. Initial data.............................................................. 12 4.1.1. Assignment of preliminary dimensions to foundation................. 12 4.1.2. Collecting loads of the base.............................................12 4.1.3. Normative and design characteristics of materials............ 12 4.2. Sizing of foundation bottom side...................... 12 4.3. Determination of height of the base.............................................13 4.4. Calculation on breakdown.........................................................15 4.5. Determination of foundation bottom area............................... 16 5. THE LIST OF THE USED SOURCES................................18 6. ATTACHMENTS (Graphics)
Project's Content
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ZhBK.dwg
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Raschet_plity.docx
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Additional information
Contents
Contents
Job for Course Project
INTRODUCTION
STRUCTURAL LAYOUT OF PRECAST CONCRETE SLAB
CALCULATION AND DESIGN OF PRECAST REINFORCED CONCRETE COLUMN
Source Data
Assigning Column Cross Section Dimensions
Column Load Collection
Standard and design characteristics of materials for girder
Definition of internal forces in the column
Column Strength Calculation
CALCULATION AND DESIGN OF REINFORCED CONCRETE FOUNDATION FOR COLUMN
Source Data
Assignment of preliminary dimensions to foundation
Collection of loads on the foundation
Normative and design characteristics of materials
Sizing the Foundation Floor Side
Determination of foundation height
Calculation for push-through
Determination of Foundation Floor Area
LIST OF SOURCES USED
ATTACHMENTS (Graphics)
Introduction
This course project considers the calculation of structural structures of a multi-storey civil building. When designing a project, the following issues are discussed: detailed calculation and design of main structural elements related to the design of a multi-storey civil building.
In the design part of the project, the calculation of the prefabricated reinforced concrete column and reinforced concrete foundation for the column is carried out.
Part of the initial data is obtained in the design task: temporary loads, building dimensions, working reinforcement class. The remaining part was accepted independently. According to all data, design diagrams were compiled, loads were calculated, static calculations were performed, a given reinforced concrete element was calculated and designed.
The purpose of the course project is to correctly design and calculate the structural element, referring to educational materials, building codes and rules, codes of rules, GOST requirements
Calculation and design of precast reinforced concrete column
For the designed 15-story building, a precast reinforced concrete column with a section of 40 × 40 cm is adopted .
For columns, heavy concrete of compression strength classes not lower than B15 is used, and for heavily loaded ones - not lower than B25. The columns are reinforced with longitudinal rods with a diameter of 16... 40 mm from hot rolled steel A600 and transverse rods mainly from hot rolled steel class A240.
ZhBK.dwg
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