IN-HOUSE INGENEERING AND V.EPERCY CASANIWork place : College PointCollege : CITY COLLEGE OF NEW YORKMajor: CIVIL ENGINEERINGSummer - 2015

UPLIFT CAPACITYProject: Rockefeller UniversitySupervisor: Doug JacksonDesigner: LANGANObjective: Determine the uplift nominal capacity of 400 Tons Mini-plie embedded in Manhattan schist rock.Methodology: Total weight of an inverted cone equal to the uplift capacityCone: Tu=400 Kips < Tn = 526.59 KipsCylinder : Tn = 213.64 Kips

DRILLING TOOLS INVENTORYProject: QP, AY, VPSupervisor: Dave SpositoObjective: Graphical Drilling Tools Data Base.Methodology: Data collection Field observations/InvoicesMachinery and Drill method: RH32 : Reverse circulation

DTH hammer/ RotoLoc

Cast in-place bored 24”C8, MC1200, MC1500, RH34

LIFTING BEAM CAPACITYProject: NW Manhattan TowerSupervisor: Tom C. / Erick G.Designer: FNAObjective: Design of a lifting beam and determination of the correct rigging Methodology: FBD, SFD, BMD using LRFD Method 2011 AISC ManualCONTROLS: FLBMu=150 < ΦMn = 228 Kips-ft (weak)

SOE: SHEET WALL DESIGNProject: 50 Kent Ave - BrooklynSupervisor: Andy B. / Doug J.Costumer: National GridObjective: Design of a SOE system using sheet piles and tiebacksMethodology: Geotechnical and Structural DesignGeo-Company: URS

SECTION D : SOIL PROFILE

STRUCTURAL ANALYSIS

MAX MOMENT, SHEAR AND TENSILE FORCES

TIEBACK: FREE AND BOND LENGHT