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Publications > Çelik Yapılar
Sayı: 52 - Ağustos 2017

Summaries




Enka Office



Foundation concrete is specified as C25 ready-mixed concrete whilst reinforcement rebar is specified as S420.
Location: ADAPAZARI / TÜRKİYE

Project Year: 2015 - 2017

Execution Period: 24 MONTHS

Plot Area: 10.750 m²

Total construction area: 2.900 m² Ground

Floor / 1.000 m² 1st Floor

Employer: ENKA

Contractor: ENKA

Architectural Design: GAD

Structural Design: YAPI AKADEMİSİ

Steel Manufacturer: GÜN İNŞAAT

 

STRUCTURAL DESIGN CONCEPT

Foundation concrete is specified as C25 ready-mixed concrete whilst reinforcement rebar is specified as S420. Soil bearing and rebar requirement visuals for seismic and non-seismic conditions following Support Reactions list are prepared with SAFE V.12.

 

Building is modelled with SAP2000 software as per Regulation on Buildings to be Constructed in Seismic Zones (2007) and all calculations and verifications were made in accordance with the values obtained through this software.

 

Information on Materials and Calculation

Assumptions

Steel: St37/ St44

Tensile Strength of Steel: 3700kgf/cm2 /4400 kgf/cm2

Yield Point of Steel: 2400kgf/cm2 /2800 kgf/cm2

Elasticity Module of Steel: 200000 Mpa

 

St 37 and St 44 grade steel were used as steel construction material pursuant to TS 648 Calculation and Execution Rules of Steel Structures. Characteristic yield strength of St 37 grade steel is 2400kgf/cm2 while yield strength of St 44 grade steel is 3700kgf/cm2. Elasticity modüle of all steel materials is 200000 Mpa.

 

Utilized Sections

Box Section: 70x50x4 180x100x6

120x60x5 250x100x10 250x100x6

Pipe Section:D114 3X5

 

In selection process of the supporting system elements, columns and beams were selected as box profile while pipe sections were selected as diagonal members.

 

Material Grades :

Structural Steel Grade : ST37 / ST44

Concrete Grade: C25

Rebar: S420


Çelik Yapılar - Sayı: 52 - Ağustos 2017



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