industrial hall curs constr
DESCRIPTION
Industrial Hall curs constrTRANSCRIPT
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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
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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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Industrial Hall Project
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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Atasiei Raul, group 3505
Wall claddings
Loads evaluation
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Industrial Hall Project
Influence lines
Forces on the girder
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Atasiei Raul, group 3505
Checking
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Industrial Hall Project
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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Atasiei Raul, group 3505
Superior corbel design
Eccentricities1. Eccentricity at the top level of the columns
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Industrial Hall Project
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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Atasiei Raul, group 3505
Wind loads
Loads from temperature variation
Loads from traveling crane
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Industrial Hall Project
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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Atasiei Raul, group 3505
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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Industrial Hall Project
3. Claddings loads
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Atasiei Raul, group 3505
4. Snow loads
5. Wind loads
6. Temperature variation
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Industrial Hall Project
7. Crane loads
8. Special loads
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Atasiei Raul, group 3505
Isolated foundation under precast R.C. column
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