Recreation Centre
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Date
2013
Authors
Bayan Hudhud
Shayma Aljurf
Thekra Shehada
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AN-NAJAH NATIONAL UNIVERSITYBUILDING ENGINEERING DEPARTMENTRecreation Centre Contents Project Background Architectural Plan. Mechanical Plan. Structural Plan Environmental Analysis Electrical Plan Project Background The project is designing of Recreation Centre in Nablus, The building contains of three floors, basement, ground floor, anf first floor. Environmental AnalysisThe Environmental Analysis has been mad by using the Autodesk Building Analysis Program (ECOTECT)Sun Path In Sumner Solstice (21 June) Curtin Wlls of the Swimming pool : Dark colored . Thickness more than 4 mm Reflection factor of about 75% of the wall area. Electrical DesignLightingPowerLow current and fire resisting Structural designFormulation the model into 3D using analysis program (SAP2000.v14.0)The required materials which can satisfy the serviceability and safety of construction is: The cylinder compressive strength at 28days, f'c=250kg/cm2The yield strength of steel bars, fy=4200kg/cm2 (high strength steel). Designs:Dynamic Design Preliminary DesignDesign slab Design of beamColumn design Design of FoundationDesign of stair case Design of pool Structural Model VerificationCheck EquilibriumCompatibility CheckCheck Stress Strain RelationshipModal Mass Participation Ratio (MMPR) Check Types of Footings:Isolated(single footings):It is used to support single columns; they are squared, rectangular, or circular shape. Footing maybe uniform thickness or have a sloped top, this is one of the most economical types of footings, and it used when columns are spaced at relatively long distance. The most commonly used are square footings with uniform thickness. Steel design Steel structures have many uses and applications in our life, for example: Industrial/Parking structures FramesJoists/TrussesHigh rise buildingsGirder bridgesTruss bridgesCable stayed & suspended bridges Once we finish modeling on SAP2000, three checks must be made:( checks will be performed on the 2D middle truss of length 21.5 )Compatability: by inspection, the compatability was satisfied.Equilibrium: the sum of forces acting must equal the sum of the forces on the supports in the same direction. Design of connections The maximum tension force in the bottom members = 445.1 KN which will be considered for the design.(the connection ID is 52)
AN-NAJAH NATIONAL UNIVERSITYBUILDING ENGINEERING DEPARTMENTRecreation Centre Contents Project Background Architectural Plan. Mechanical Plan. Structural Plan Environmental Analysis Electrical Plan Project Background The project is designing of Recreation Centre in Nablus, The building contains of three floors, basement, ground floor, anf first floor. Environmental AnalysisThe Environmental Analysis has been mad by using the Autodesk Building Analysis Program (ECOTECT)Sun Path In Sumner Solstice (21 June) Curtin Wlls of the Swimming pool : Dark colored . Thickness more than 4 mm Reflection factor of about 75% of the wall area. Electrical DesignLightingPowerLow current and fire resisting Structural designFormulation the model into 3D using analysis program (SAP2000.v14.0)The required materials which can satisfy the serviceability and safety of construction is: The cylinder compressive strength at 28days, f'c=250kg/cm2The yield strength of steel bars, fy=4200kg/cm2 (high strength steel). Designs:Dynamic Design Preliminary DesignDesign slab Design of beamColumn design Design of FoundationDesign of stair case Design of pool Structural Model VerificationCheck EquilibriumCompatibility CheckCheck Stress Strain RelationshipModal Mass Participation Ratio (MMPR) Check Types of Footings:Isolated(single footings):It is used to support single columns; they are squared, rectangular, or circular shape. Footing maybe uniform thickness or have a sloped top, this is one of the most economical types of footings, and it used when columns are spaced at relatively long distance. The most commonly used are square footings with uniform thickness. Steel design Steel structures have many uses and applications in our life, for example: Industrial/Parking structures FramesJoists/TrussesHigh rise buildingsGirder bridgesTruss bridgesCable stayed & suspended bridges Once we finish modeling on SAP2000, three checks must be made:( checks will be performed on the 2D middle truss of length 21.5 )Compatability: by inspection, the compatability was satisfied.Equilibrium: the sum of forces acting must equal the sum of the forces on the supports in the same direction. Design of connections The maximum tension force in the bottom members = 445.1 KN which will be considered for the design.(the connection ID is 52)
AN-NAJAH NATIONAL UNIVERSITYBUILDING ENGINEERING DEPARTMENTRecreation Centre Contents Project Background Architectural Plan. Mechanical Plan. Structural Plan Environmental Analysis Electrical Plan Project Background The project is designing of Recreation Centre in Nablus, The building contains of three floors, basement, ground floor, anf first floor. Environmental AnalysisThe Environmental Analysis has been mad by using the Autodesk Building Analysis Program (ECOTECT)Sun Path In Sumner Solstice (21 June) Curtin Wlls of the Swimming pool : Dark colored . Thickness more than 4 mm Reflection factor of about 75% of the wall area. Electrical DesignLightingPowerLow current and fire resisting Structural designFormulation the model into 3D using analysis program (SAP2000.v14.0)The required materials which can satisfy the serviceability and safety of construction is: The cylinder compressive strength at 28days, f'c=250kg/cm2The yield strength of steel bars, fy=4200kg/cm2 (high strength steel). Designs:Dynamic Design Preliminary DesignDesign slab Design of beamColumn design Design of FoundationDesign of stair case Design of pool Structural Model VerificationCheck EquilibriumCompatibility CheckCheck Stress Strain RelationshipModal Mass Participation Ratio (MMPR) Check Types of Footings:Isolated(single footings):It is used to support single columns; they are squared, rectangular, or circular shape. Footing maybe uniform thickness or have a sloped top, this is one of the most economical types of footings, and it used when columns are spaced at relatively long distance. The most commonly used are square footings with uniform thickness. Steel design Steel structures have many uses and applications in our life, for example: Industrial/Parking structures FramesJoists/TrussesHigh rise buildingsGirder bridgesTruss bridgesCable stayed & suspended bridges Once we finish modeling on SAP2000, three checks must be made:( checks will be performed on the 2D middle truss of length 21.5 )Compatability: by inspection, the compatability was satisfied.Equilibrium: the sum of forces acting must equal the sum of the forces on the supports in the same direction. Design of connections The maximum tension force in the bottom members = 445.1 KN which will be considered for the design.(the connection ID is 52)