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Calculation of A LBC of a one-storey industrial building

  • Added: 26.04.2022
  • Size: 6 MB
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Description

Calculation of the housing and communal services of a one-storey industrial building: PZ, drawings  with calculations

Project's Content

icon ЖБК2.dwg
icon 30м -Вариант 2.dwg
icon ZhBK2--_.doc

Additional information

Contents

1. Cross Frame Layout

1.1. Extreme Column Dimensions

1.2. Middle column dimensions

2. Collection of loads on the transverse frame

2.1. Constant load

2.2. Snow load

2.3. Crane vertical load

2.4. Horizontal crane load

2.5. Wind load

3. Static calculation of the building frame

3.1. Load 1: Constant Vertical Load

3.2. Loading 2: Snow Load Forces

3.3. Loading 3: Wind Load Forces

3.4. Loading 4: Forces from vertical crane load (Mmax on the left rack)

3.5. Loading 5: Forces from vertical crane load (Mmax on middle rack)

3.6. Loading 6: Forces from vertical crane load (from 4 cranes on middle rack)

3.7. Loading 7: Forces from horizontal crane load (force T on the rack along axis "A")

3.8. Zagruzheniye 8: Efforts from horizontal crane loading (T force on a rack on axis "B")

3.9. Load Combinations

4. Calculation of an extracentrically loaded through-section column

4.1. Concrete and reinforcement strength characteristics

4.2. Section 2-2 at the top of the column console

4.1. Calculation from Bend Plane

4.2. Section 3-3 in column termination

4.1. Calculation from Bend Plane

4.2. Calculation of intermediate spacer

4.3. Calculation of the crane console

5. Foundation calculation for extreme column

5.1. Determining the forces acting on the foundation

5.2. Sizing the Foundation Floor

5.3. Determination of edge pressure on the base

5.4. Foundation Body Calculation

5.5. Calculation and selection of foundation floor reinforcement

5.6. Calculation and reinforcement of foundation shell

5.7. Calculation of longitudinal reinforcement of sleeve

5.8. Foundation calculation for push-through

6. Calculating a Segment Truss

6.1. Segment Truss Design Data

6.2. Design Specifications

6.3. Static unit load calculation

6.4. Determination of truss loads and calculation forces in rods

6.5. Calculating Upper Belt Sections

6.6. Calculation of upper belt strength during operation

6.7. Calculation of the lower belt by strength

6.8. Calculation of the lower belt for crack resistance

6.9. Calculation for crack formation

6.10. Calculation of the first (most compressed) brace

6.11. Calculation of the second (most stretched) brace

6.12. Calculation of plate deflection

7. List of used literature

Drawings content
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