CEPROJECT2(CE183P-2)
"ProposedConstructionofTwo-Storey DuplexResidentialHousesituatedinGrand VictoriaEstates,Bitas,CabanatuanCity" Submittedto:
Presentedby:Barol|Llamas|Rubia|Vargas
Engr.DivinaGonzales
About Us
BAROL, CzarinaMaeRubethA.
Haveaninnateabilityofpassioninlearningaswell asinclinedwithvariousengineeringsoftware applicationssuchasSTAAD.Pro,AutoCAD,andRevit.
LLAMAS, AubreyJayfhersonP.
Isskilledintheengineeringsoftware,AutoCAD,and isquickinsolvingmostkindsofmathematical problems.
About Us
RUBIA, MiguelAngeloQ.
VARGAS, John Carls C.
whoappliesscientificandmathematicalprinciplestodesign, develop,andtestsolutionstocomplextechnicalproblems. Adaptableandabletolearnquickly,andmusthaveapassion forcontinuouslearningandprofessionaldevelopmenttostay attheforefrontoftheirfield.
Project Description
Aconstructionprojectaimedtodesignatwo-storeyduplex residentialhouselocatedatBitas,CabanatuanCity.
Amulti-familyresidencewithtwounitsincorporatedinone structurethatalignstothebeneficiary'ssatisfaction.
Tobeabletopursuetheexpectedoutcomeswithinourproposal, instruments(digitalsoftware)areutilizedforthedesignand analysis.
Innovation
Ourgroupaimstopracticallyimplementthedesigneconomically andsustainableresidentialstructuresinservicetoourbeneficiary.
BUILDINGPERMIT TRANSFER CERTIFICATE
OF TITLE (TCT)
ARCHITECTURALPLAN
3DPERSPECTIVE
ELEVATION
FRONTELEVATION REARELEVATION LEFTSIDEELEVATION RIGHTSIDEELEVATION
STRUCTURAL PLAN FOUNDATION PLAN
SECONDFLOOR FRAMINGPLAN
ROOFBEAMPLAN
DESIGN CRITERIA
CODE & SPECIFICATION
NSCP 2015 - National Structural Code of the Philippines 2015
AISC 2014 - American Institute of Steel Construction 2014
OCCUPANCY CATEGORY
IV. Standard Occupancy Structures
All structures housing occupancies or having functions not listed in Category I, II or III and Category V.
DESIGN LOAD CRITERIA
LOAD COMBINATION - LRFD
LIVE LOAD
Residential, Basic Floor Area
1.9 kPa
Flat roof slope and Tributary Area 20 to 60 m^2 0.75 kPa
Ceramic or quarry tile (20mm), on 25mm mortar bed 1.1 kPa Suspended Steel Channel System 0.1 kPa Windows, glass, frame, & sash 0.38 kPa Residential, Exterior balconies 2.9 kPa basic wind velocity 250 kph Zone 0.4 Importance factor, i 1 RW in x direction (rwx) 8 Rw in Z direction (rwZ) 8 SOIl profile type (styp) 5 near source factor (Na) 1 NEAR SOURCE FACTOR (NV) 1.2 DEAD LOAD WIND LOAD SEISMIC PARAMETERS Unit Weight of Concrete 23.6 kN/m^3 Height of CHB wall 3 m Interior Wall 100 mm EXTERIOR WALL 150 mm
LOADCALCULATION
SLABDESIGNCOMPUTATION
S T A A D . P r o O u t p u t
3DPerspectiveofstructuralframe
NodeNumbers MemberNumbers
Properties&Materials Support-fixed Specification-rigid
LOAD&DEFINITION
Load Diagram
DEADLOAD LIVELOAD ROOFLIVELOAD
W
O A D (+) X-Direction (-)X-Direction
Z-Direction
I N D L
(+)Z-Direction (-)
K E L O A D
X-Direction
E A R T H Q U A
(+)
(-)X-Direction (+)Z-Direction (-) Z-Direction
S I S R E S U L T S
A N A L Y
Support Reactions Displacement
ShearDiagram Moment Diagram
Analysis & Design of Columns
h t t p s : / / d r i v e . g o o g l e . c o m / f i l e / d / 1 R e i b b Tq r 7 E 3L z o
C o l u m n A n a l y s i s & D e s i g n L i n k :
4 3 J S m N A O r k S 8 d d f / v i e w ? u s p = s h a r e l i n k
SchedulesofColumns
Analysis & Design of Beams
BeamDesignSummary
B e a m A n a l y s i s & D e s i g n L i n k : h t t p s : / / d r i v e . g o o g l e . c o m / f i l e / d / 1 2 n N W I P W 2 6 X q i 8 s i S e 8 A A W D C s k 2 9 0 U I y / v i e w ? u s p = s h a r e l i n k
SchedulesofBeams
PLumbing Layout
GroundFloor Drain,Waste&VentLayout ColdWaterLineLayout
PLumbing Layout
2nd Floor Drain,Waste&VentLayout
ColdWaterLineLayout
Isometric
Drain,Waste&VentLayout
ColdWaterLineLayout
u s p = s h a r e l i n k
h t t p s : / / d r i v e g o o g l e c o m / f i l e / d / 1a m W p 1 4 r u B 3 E m W g z a W 5 B n U P 3 r d B K q X q d / v i e w ?
F o o t i n g A n a l y s i s & D e s i g n L i n k :
F ti D t il
Cost&Estimates
Schedules
Appendix
LETTER
SIGNED CONSULTANT FORM
FOR BENEFICIARY (SIGNED)
MINUTESOFTHEMEETING&DOCUMENTATION
VICINITYMAP
