logo

CVE80008 Building Design (pdf)

7 Pages1171 Words345 Views
   

Swinburne University

   

CVE80008 Building Design (CVE80008)

   

Added on  2019-11-08

CVE80008 Building Design (pdf)

   

Swinburne University

   

CVE80008 Building Design (CVE80008)

   Added on 2019-11-08

ShareRelated Documents
RUNNING HEAD: EARTHQUAKE DESIGNNAMEUNITASSIGNMENTASSESSMENT NUMBER
CVE80008 Building Design (pdf)_1
RUNNING HEAD: EARTHQUAKE DESIGNINFORMATION GIVEN:Storeys= 4Height= 16mLateral Dimensions= 25m × 25mEccentricity= 2mImportance Class= Level 3Site Soil Type= Type CCity= MelbourneReturn Period= 1000 yearsDuctility= Limited (Default detailing in AS3600)Structure Type= Moment Resisting Concrete Frame1
CVE80008 Building Design (pdf)_2
RUNNING HEAD: EARTHQUAKE DESIGNTable 1: Calculation TableREF:AS 1170.4.1993/ 2007CALC.OUTPUTCl. 1.6.1 (2007)Assume 150mm for slab thickness.Concrete density = 24kN/m3.Self-weight = 0.15 × 24kN/m3 = 3.6 kPaSelf Wt. + D.L. = 11.6 kPaArea = 25 × 25 = 625m2LOADINGLoading: (deal load = 8 kPa; live load = 4 kPa typical floors and 1 kPa roof.Dead LoadTable 2: Dead LoadLevelCalc.Load (kN)Mass (t)Roof625 × 11.67250739.043(625 × 11.6)3(7250)3(739.04)Total Load290002956.17Live LoadTable 3: Live LoadLevelCalc.Load (kN)Mass (t)Roof625 × 162563.713(625 × 4)3(2500)3(254.84)Total Load8125828.24Total building weight = G + ΨQ where Ψ = 0.3Total building weight = 29000 × 0.3(8125) = 31437.5kNTable 3.1 (2007)Probability Factor: Since the return period is 1000 yearsKp = 1.3Table 3.2 (2007)Hazard Factor: For a site in MelbourneZ = 0.08Equation 6.2(7) (2007)Natural Period T1Since structure type is MRCF = kt = 0.075T1 = 0.752
CVE80008 Building Design (pdf)_3

End of preview

Want to access all the pages? Upload your documents or become a member.

Related Documents
Preliminary Design of 5-Storey RC Building on Rock Site in Melbourne
|4
|799
|158