Industrial Hall curs constr

Industrial Hall(Project)

Advisors: S.l. dr. ing. G OprisanAs. Ing. V. Munteanu

Student: ATASIEI RAUL

Group: 3505

Technical University “Ghe. Asachi” , Iasi

Faculty of Civil Engineering

Industrial Hall Project

Theme of the project

Design an industrial building made of precast and prestressed concrete members. This building is multi bayed with two spans, being a ground floor structure. The reinforced concrete precast column has its end fixed in the foundation. The upper ends of the columns are used as sub quarts for the prestressed transversal beams. The beams are hinged on columns.

The roof is provided with longitudinal skylights made of steel frames and glass window panels. Industrial hall is equipped with a traveling crane which is supported on crane girders.

Given personal numerical data

L=12m (the span)T=6m (the bay)Crane type: Pc 20Functional group: IIIHeight to the corbel level: 6.20mLocation of the industrial hall: Braila

Data taken from the STAS 800/82

The following drawings are required:

1. Horizontal sections2. Transversal sections3. Longitudinal sections

Note: the transversal and longitudinal sections are combined with the facades

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Atasiei Raul, group 3505

Determination of the height of the industrial building

I take the parapet height 1.45 m and the base beam 0.45 m

In this case it results the bottom window being 2.10 m and the upper window 3.00 m.

Loads

Roof elements (E.P.)

Roof elements (E.P.L.)

Roof elements (Skylight)

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Thermo-hydro insulation layer

Snow load

Checking of the E.P.L. member

Transversal girder checking

From the catalogue I choose a transversal girder type G15-6T with 10T having

Reinforced Concrete column checking

Windows

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Wall claddings

Loads evaluation

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Influence lines

Forces on the girder

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Checking

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After the checking I have choose the initial columns for the both end and middle field.

Determination of the traveling crane length

Corbel design

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Superior corbel design

Eccentricities1. Eccentricity at the top level of the columns

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2. Eccentricity at the level of cross sectional changing

3. Eccentricity provided by the positioning of the runway girder

4. Eccentricity from wall cladding positioning

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Wind loads

Loads from temperature variation

Loads from traveling crane

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Seismic loads

Where G results from:

1. Thermo-hydro insulation

2. Sky-light weight

3. Roof elements

4. Self weight of upper part of R.C. column

5. Runway assemble

6. Snow

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7. Traveling crane

Diagrams on different loads patterns and combinations

1. Permanent loads at roof level

2. Permanent loads at corbel level

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3. Claddings loads

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4. Snow loads

5. Wind loads

6. Temperature variation

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7. Crane loads

8. Special loads

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Isolated foundation under precast R.C. column

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Industrial Hall curs constr

Documents

Transcript of Industrial Hall curs constr