Calculation and design of reinforced concrete structures of a single-storey industrial building

Contents

Contents

DESIGN DESIGN DATA

1. BUILDING FRAME LAYOUT.

1.1. GENERAL DATA.

1.2. COLUMN GRID BREAKDOWN.

1.3. SIZING OF TRANSVERSE FRAME.

1.4. PURPOSE OF STIFFNESS LINKAGE SCHEMES.

2. STATIC CALCULATION OF CROSS FRAME

2.1. FORMATION OF FRAME DESIGN SCHEME AND DETERMINATION OF LOADS .

2.2. DETERMINATION OF FORCES IN FRAME ELEMENTS.

3. DESIGN OF SECTIONS OF STEPPED COLUMNS.

3.1. SELECTION OF CALCULATED COMBINATIONS OF FORCES.

3.2. PURPOSE OF DESIGN LENGTHS

3.3. DESIGN OF COLUMN TOP.

3.4. DESIGN OF COLUMN BOTTOM.

3.5. CALCULATION OF UNITS AND PARTS OF STEPPED COLUMNS.

4. DESIGN OF TRUSS.

4.1. STATIC CALCULATION OF TRUSS .

4.2 STRUCTURAL CALCULATION OF TRUSS

LIST OF LITERATURE USED

Cross Frame Layout

1.1. General data.

It is required to calculate and design the main load-bearing reinforced concrete structures of a one-story industrial building.

The building is heated, two-span.

Construction district of Moscow. Snow rayonIII. Wind-I.

The building consists of three temperature blocks 48 + 24 + 48 m long. The length of the building in the axes is 60 m.

The spans of the building are 21 m.

The pitch of the columns is 6 m.

Reinforced concrete slabs with a size of 3x12 m.

7. Rafters - reinforced concrete segment trusses with a span of 24 m.

8. Lighting of the workshop with daylight lamps. Building without light lights

9. Each span of the building is equipped with two bridge cranes with a lifting capacity of 32 tons. Crane operation mode 5K.

10. Crane rail top elevation is 12.2 m.

11. The height of the crane rail is 150 mm.

12. Crane beams split reinforced concrete, pre-stressed, 1.4 m high.

13. Class of stressed reinforcement K71000.

14. Concrete class for PN konstruktsiyv45.

15. Class of not strained A400 fittings.

16. Concrete class for not strained konstruktsiyv25.

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