COURSE DESIGN SINGLE-STOREY INDUSTRIAL BUILDING IN PRECAST CONCRETE

Contents

1. Task

1.1 Determination of construction area characteristics

2. Building Frame Layout

2.1 Selection of building structural elements

2.2 Determination of wall fence height

2.3 Layout of building plan and section

3. Static Cross Frame Calculation

3.1 Collection of loads on the transverse frame

3.2 Determination of forces in the transverse frame

3.2.1 Determination of geometric and stiffness characteristics of the frame

3.2.2 Constant Load Forces

4. Column Calculation

4.1 Material Selection

4.2 Design forces in design sections:

4.3 Strength calculation

4.4 Column console calculation

4.5 Lateral reinforcement of the column body

4.6 Reinforcement of column ends

5. Calculation of extra-centered foundation for the column

5.1 Material selection and strength characteristics

5.2 Sizing the Foundation

5.3 Calculation of the sub-column by strength

5.3.1 Calculation of section inclined to longitudinal axis

5.3.2 Calculation by inclined crack

6. Calculation of gable grate beam of covering with span of 24 m

6.1 Material Selection

6.2 Design span and loads

6.3 Determination of forces in design sections

6.4 Preliminary selection of longitudinal stressed reinforcement

6.5 Calculation of strength of inclined sections

6.6 Additional reinforcement

7. List of sources used

Column Calculation

Calculation is based on JS63.13330 recommendations

4.1 Material Selection

Column with not strained fittings, longitudinal fittings working A400, cross fittings - A240.

Material Characteristics:

B15 heavy concrete (as per para 6 [2]):

Rb = 8.5 MPa

Rbn = 11 MPa

Rbt = 0.75 MPa

γb1 = 1,0

Eb = 24∙103 MPa

Valves:

A400: Rs = Rsc = 350 MPas

Es = 2∙105 MPa