Multi-storey frame building design with reinforced concrete and stone structures
- Added: 08.02.2021
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Description
Course project in the discipline: "Reinforced concrete and stone structures"; under the theme "Multi-storey frame building"
The building is framed.
Calculated constructions:
- monolithic ribbed floor (plate, beam);
-monolithic column.
KP content: explanatory note and 2 drawings of A2 format
Content of DBE:
INTRODUCTION
1. SLAB STRUCTURAL LAYOUT
2.1.Define Loads
2.2. Determination of design forces
2.3.Define plate section height
2.4.Section of reinforcement section
2.5.Plate Construction
2.6. Resistance of inclined section of plate
2.7. Reinforcement of slab with welded grids with transverse arrangement of working rods
3. CALCULATION OF SECONDARY BEAM
3.1.Define Loads
3.2. Determination of design forces
3.3.Define secondary beam section dimensions
3.4.Section of reinforcement section
3.5.Section of reinforcement section
3.6. Calculation of inclined sections
4. CALCULATION OF MONOLITHIC COLUMN
4.1.Constructive features of compressed elements
4.2. Definition of active loads and forces
4.3 Construction of Column Cross Reinforcement
4.3 Determination of anchor length of working rods
LIST OF LITERATURE USED
Contents of the Graphic Part:
Sheet 1:
General data; layout of columns along the entire height of the building; reinforcement Km1; specification of reinforcement for column Km1, sections 1-1, 2-2, 3-3; a list of items.
Sheet 2:
RCM overlapping at el. + 4.800; an epure of materials; design schemes Pm1 and Bm1; sections 1-1,2-2; sections 3-3,4-4,5-5; fittings specification; TEP
Project's Content
Записка.docx
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Графическая часть.dwg
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Additional information
Contents
Contents
INTRODUCTION
1. SLAB STRUCTURAL LAYOUT
2.1. Define Loads
2.2. Determination of calculation forces
2.3. Determining the Height of a Slab Section
2.4. Fitting of reinforcement section
2.5. Plate Design
2.6. Slant section resistance of plate
2.7. Reinforcement of slab with welded grids with transverse arrangement of working rods
3. SECONDARY BEAM CALCULATION
3.1. Define Loads
3.2. Determination of calculation forces
3.3. Sizing a Secondary Beam Section
3.4. Fitting of reinforcement section
3.5. Fitting of reinforcement section
3.6. Calculation of inclined sections
4. MONOLITHIC COLUMN CALCULATION
4.1. Design features of compressed elements
4.2. Definition of active loads and forces
4.3 Construction of Column Cross Reinforcement
4.3 Determination of anchor length of working rods
LIST OF LITERATURE USED
Introduction
When performing the course project: "DESIGNING REINFORCED CONCRETE STRUCTURES OF A MULTI-STOREY BUILDING," the materials given in the students, manuals, reference and regulatory literature were used [18].
The design of monolithic ribbed reinforced concrete floors was carried out on the basis of the current design standards for reinforced concrete structures set forth in the TAP EN 1992112009 * "Design of reinforced concrete structures."
To present the general picture of the main stages of calculation, the structures of algorithms [9] are used. The calculation structure is a set of prisoners within the framework of instructions or formulas connected to each other by arrows, which greatly facilitates the solution of the problem. For conventional arithmetic operations, blocks of rectangular shape are used according to any formula or indication requiring an unambiguous response. For operations that require a logical solution and then parsing them, diamond blocks are included.
The following units of physical quantities are applied:
when calculating sections - H, mm, N/mm, N/mm2, N/m2 (Pa);
when calculating structures and their elements - kN, m, kN/m, kPa.
At which 1 MPa = 1 N/mm2 and 1 kN/m = 1N/mm.
Calculations of the slab and secondary beam of the monolithic reinforced concrete floor, column and foundation were made.
Графическая часть.dwg
