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Presentation by Gursharan Singh
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PROJECT SEMESTERPROJECT SEMESTERJUNE-DECEMBER 2007JUNE-DECEMBER 2007
BY GURSHARAN SINGHBY GURSHARAN SINGH
10552021055202
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ERA BUILDING SYSTEMS LTD.,
NOIDA
PRE ENGINEEREDSTEEL BUILDINGS
Concept , Design
&Construction
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ERA GroupERA Group
Era Infra Engineering Ltd.Era Infra Engineering Ltd.
Era Building System Ltd.Era Building System Ltd.
Era E-Zone (India) Ltd.Era E-Zone (India) Ltd.
Era Landmarks (India) Ltd.Era Landmarks (India) Ltd.
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PRE ENGINEERED BUILDINGSPRE ENGINEERED BUILDINGSTailor made building based on
clients requirement & actualdesign calculations usingtapered sections.
A combination of built up
section, hot rolled section,cold formed elements andprofiled sheets
Designing and casting is done
in factory Building components are
brought to site
Then fixed/jointed at the site
All connections are bolted.
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Steel was very expensive item in USASteel was very expensive item in USA
The concept of PEB originate from here.The concept of PEB originate from here.The idea was that section should be provided as perThe idea was that section should be provided as per
B.M.D.B.M.D.
This lead to the saving in steel and development ofThis lead to the saving in steel and development of
PEB concept.PEB concept.
BRIEF HISTORYBRIEF HISTORY
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APPLICATIONSAPPLICATIONS
Industrial BuildingsIndustrial Buildings
WarehousesWarehouses Commercial ComplexesCommercial Complexes ShowroomsShowrooms OfficesOffices
SchoolsSchools Indoor StadiumsIndoor Stadiums Outdoor Stadiums with canopiesOutdoor Stadiums with canopies Gas StationsGas Stations Metro Stations, Bus Terminals, Parking LotsMetro Stations, Bus Terminals, Parking Lots Primary Health Centers, Angan wadisPrimary Health Centers, Angan wadis And many moreAnd many more
P E BP E B
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CONT.CONT.
Industrial BuildingIndustrial Building
P E BP E B
Parking lotsParking lots
Indoor StadiumsIndoor Stadiums
Railway StationRailway Station
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AircraftAircraftHangarsHangars
P E BP E B
Metro StationMetro Station
Wear houseWear house High rise BuildingHigh rise Building
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ADVANTAGESADVANTAGES
Aesthetic AppealAesthetic Appeal Faster CompletionFaster Completion
EconomicalEconomical
Seismic ResistanceSeismic Resistance
Ease of ExpansionEase of Expansion
Maintenance FreeMaintenance Free
Large Clear SpansLarge Clear Spans
Controlled QualityControlled Quality Hassle FreeHassle Free
P E BP E B
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Self weightSelf weight
30% lighter30% lighter
Primary Member isPrimary Member istapered sectiontapered section
Secondary membersSecondary members
are light weight rolledare light weight rolled
framed Z and Cframed Z and Csectionsection
Self weightSelf weight
More heavyMore heavy
Primary membersPrimary membersare Hot rolled Iare Hot rolled I
sectionsection
Secondary membersSecondary members
are I or Care I or Csection which aresection which are
heavy in weight.heavy in weight.
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Delivery average 6Delivery average 6
to 8 weeksto 8 weeks
Foundation-simpleFoundation-simple
design, easy todesign, easy to
construct & light wt.construct & light wt.
Erection cost andErection cost and
time- accuratelytime- accurately
knownknown
Erection process isErection process is
easy, fast, step byeasy, fast, step by
stepstep
Delivery- average 20Delivery- average 20
to 26 weeksto 26 weeks
Foundation-Foundation-
expensive, heavyexpensive, heavy
foundation required.foundation required.
Erection cost andErection cost and
time- 20% more thantime- 20% more than
PEBPEB
Erection process isErection process is
slow and extensiveslow and extensive
field labor is required.field labor is required.
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Seismic Resistance-Seismic Resistance-
low weight flexiblelow weight flexible
frames offer higherframes offer higherresistance to seismicresistance to seismic
forcesforces
Overall priceOverall price
-30%lower-30%lower architecture-achievedarchitecture-achieved
at low castat low cast
Seismic Resistance-Seismic Resistance-
rigid heavy weightrigid heavy weight
structures do notstructures do notperform well in seismicperform well in seismic
zoneszones
Overall price - HigherOverall price - Higher
Price per square meter.Price per square meter. Architecture- achievedArchitecture- achieved
at higher costat higher cost
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COMPONENTSCOMPONENTS
Main FrameMain Frame Primary MembersPrimary Members
ColumnsColumnsRaftersRafters
SecondarySecondaryMembersMembersPurlinsPurlins
GirtsGirts
P E BP E B
SheetingSheeting RoofRoof WallWall Fascias etcFascias etc
AccessoriesAccessories VentilatorsVentilators Sky LightsSky Lights
Misc.Misc.
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OTHER MAJOR COMPONENTS OFPEB
RANE BRACKETS &BEAMS MEZZANINEFLOORS
STRUCTURAL
PARTIONS
FASCIAS CANOPIES
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Work doneWork done
DetailDetail Literatrue studyLiteratrue study
Optimaztion of frameOptimaztion of frame
J-286, Thermax Limited at VadodaraJ-286, Thermax Limited at Vadodara J-327, Sub Station L & T SuratJ-327, Sub Station L & T Surat
J-275-302 Hazira, SuratJ-275-302 Hazira, Surat
J-273 L & T Talegaon, Pune.J-273 L & T Talegaon, Pune. Plant VisitPlant Visit
Site VisitSite Visit
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DESIGN ISSUESDESIGN ISSUES
STRUCTURAL PLANNINGSTRUCTURAL PLANNING
FRAME CONFIGURATIONSFRAME CONFIGURATIONS
TYPES OF LOADS & ASSESSMENTTYPES OF LOADS & ASSESSMENT
END CONDITIONSEND CONDITIONS
CRANESCRANES
MEZANINESMEZANINES
LOAD COMBINATIONSLOAD COMBINATIONS
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Load 1X
Y
Z
PRE-ENGINEERED BUILDINGS NOMENCLATURE PRE-ENGINEERED BUILDINGS NOMENCLATURE
STANDARD FRAMING SYSTEMSSTANDARD FRAMING SYSTEMS
TCCS = TAPERED COLUMN CLEAR SPAN
Load 1X
Y
Z
TCMS-1 TAPERED COLUMN MULTI-SPAN WITH 1
INTERMEDIATE COLUMN.
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Load 1
SSCS = SINGLE SLOPE CLEAR SPAN.
Load 1
X
Y
ZSSMS-1= SINGLE SLOPE MULTI-SPAN WITH 1
INTERMEDIATE COLUMN
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GUIDELINES FOR PEB DESIGN AT PROPOSALSTAGE
ALL DESIGNS SHALL BE AS PER MBMA AMERICANSTANDARDS UNLESS CLIENT SPECIFIES AS PER ISCODE
LIVE LOAD AS PER AMERICAN CODE = 0.57
KN/M^2 AND AS PER IS CODE = 0.75 KN/M^2.(REDUCTION IN LIVE LOAD TO BE INCORPORATEDFOR BUILDINGS HAVING HIGHER SLOPES)
AS PER AMERICAN CODE :HORIZONTAL
DEFLECTION = L/180 & VERTICALDEFLECTION=Eh/100 FOR MAIN FRAMES.
WIND TERRAIN CATEGORY 3 IS TO BE SELECTEDUNLESS MORE DATA IS AVAILABLE.
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CONTD
IN AMERICAN DESIGN , WIND COEFFICIENTS TO BEFOLLOWED AS GIVEN IN MBMA.
IN IS DESIGN, INTERNAL & EXTERNAL BUILDING WINDCOEFFICIENTS AS PER IS -875 (PART-3).
GENERALLY BUILDINGS ARE TO BE DESIGNED ASPINNED EXCEPT FOR BUILDING SPAN >30M OR CRANECAPACITY OF MORE THAN 5 TONS OR HEIGHT
GREATER THAN 9 M STANDARD PURLIN LAPS SHOULD BE 385 mm
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Optimisation of frameOptimisation of frame
Basic FrameBasic Frame Width of the frame = 20 mWidth of the frame = 20 m
Height of the frame = 6 mHeight of the frame = 6 m
Length of the frame = 70 mLength of the frame = 70 m
Bay spacing l = 7 mBay spacing l = 7 m
Slop of roof i= 1:10Slop of roof i= 1:10
Wind speed v = 43 m/sWind speed v = 43 m/s
Seismic zone = 4Seismic zone = 4
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Varying of Width of FrameVarying of Width of Frame
Only Primary FrameDesign Purline 250 X 2.5 mm2
Spacing-1.57.67 kg/m
Design Girt 200X1.75 mm2
Spacing-1.5
6.09 kg/m
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Varying Height and widthVarying Height and width
Design Purline 250 X 2.5 mm2
Spacing-1.57.67 kg/mSpacing-1.5
Design Girt 250X2.0 mm2
Spacing-1.56.09 kg/mSpacing-1.5
Only Primary Frame
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Varying Bay length with HeightVarying Bay length with HeightHeigth-6 Heigth-8 Heigth-9
Purline Girt Purline Girt Purline Girt
6 Z 200X1.75Spacing-1.5
Z 200X1.75Spacing-1.5
Z 200X1.75Spacing-1.5
Z 200X1.75Spacing-1.5
Z 200X1.75Spacing-1.5
Z 200X1.75Spacing-1.5
7 Z 250X 2.0Spacing-1.5
Z 250X1.75Spacing-1.35
Z 250X 2.0Spacing-1.5
Z 250X1.75Spacing-1.35
Z 250X 2.0Spacing-1.5
Z 250X1.75Spacing-1.35
8 Z 250 X 2.5Spacing-1.5
Z 250 X 2.5Spacing-1.5
Z 250 X 2.5Spacing-1.5
Z 250 X 2.5Spacing-1.5
Z 250 X 2.5Spacing-1.5
Z 250 X 2.5Spacing-1.5
9 C250 X 2.5Spacing-1.4 C 250 X 2.5Spacing-1.35 C250 X 2.5Spacing-1.4 C 250 X 2.5Spacing-1.35 C250 X 2.5Spacing-1.4 C 250 X 2.5Spacing-1.35
10 C 250 X 2.5Spacing-1.0
C 250 X 2.5Spacing-1.0
C 250 X 2.5Spacing-1.0
C 250 X 2.5Spacing-1.0
C 250 X 2.5Spacing-1.0
C 250 X 2.5Spacing-1.0
Total weight of Frame, Purline and Girt
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Varying bay length with widthVarying bay length with widthHeigth-6 Heigth-8 Heigth-9
Purline Girt Purline Girt Purline Girt
6 Z 200X1.75Spacing-1.5
Z 200X1.75Spacing-1.5
Z 200X1.75Spacing-1.5
Z 200X1.75Spacing-1.5
Z 200X1.75Spacing-1.5
Z 200X1.75Spacing-1.5
7 Z 250X 2.0Spacing-1.5
Z 250X1.75Spacing-1.35
Z 250X 2.0Spacing-1.5
Z 250X1.75Spacing-1.35
Z 250X 2.0Spacing-1.5
Z 250X1.75Spacing-1.35
8 Z 250 X 2.5Spacing-1.5
Z 250 X 2.5Spacing-1.5
Z 250 X 2.5Spacing-1.5
Z 250 X 2.5Spacing-1.5
Z 250 X 2.5Spacing-1.5
Z 250 X 2.5Spacing-1.5
9 C250 X 2.5Spacing-1.4 C 250 X 2.5Spacing-1.35 C250 X 2.5Spacing-1.4 C 250 X 2.5Spacing-1.35 C250 X 2.5Spacing-1.4 C 250 X 2.5Spacing-1.35
10 C 250 X 2.5Spacing-1.0
C 250 X 2.5Spacing-1.0
C 250 X 2.5Spacing-1.0
C 250 X 2.5Spacing-1.0
C 250 X 2.5Spacing-1.0
C 250 X 2.5Spacing-1.0
Total weight of Frame, Purline and Girt
V i i d d ith idthV i i d d ith idth
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Varying wind speed with widthVarying wind speed with widthwind Width-20m Width-35
speed Purline Girt Purline Girt
33 Z 200 X 1.75Spacing-1.5
Z 200X1.75Spacing-1.5
Z 200 X 1.75Spacing-1.5
Z 200X1.75Spacing-1.5
39 Z 200 X 2.0Spacing-1.5 Z 200X2.0Spacing-1.5 Z 200 X 2.0Spacing-1.5 Z 200X2.0Spacing-1.5
43 Z 250 X 2Spacing-1.5
Z 250X2.0Spacing-1.4
Z 250 X 2Spacing-1.5
Z 250X2.0Spacing-1.4
47 Z 250 X 2.5Spacing-1.5
Z 250X2.0Spacing-1.45
Z 250 X 2.5Spacing-1.5
Z 250X2.0Spacing-1.45
50 Z 250 X 2.5Spacing-1.5
Z 250 X 2.5Spacing-1.5
Z 250 X 2.5Spacing-1.5
Z 250 X 2.5Spacing-1.5
55 C 250 X 2.5Spacing-1.35
C 250 X 2.5Spacing-1.5
C 250 X 2.5Spacing-1.35
C 250 X 2.5Spacing-1.5
Total weight of Frame, Purline and Girt
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Steps of DesignSteps of Design
Wind load calculationWind load calculation
Purline DesignPurline Design
Girt DesignGirt Design
Design of Main FrameDesign of Main Frame
Base PlateBase Plate
Anchor Bolt design for Moment ConditionAnchor Bolt design for Moment Condition
Anchor Bolt design for Shear ConditionAnchor Bolt design for Shear Condition
Gable column designGable column design Design of connection plateDesign of connection plate
Cranes DesignCranes Design
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J-268 Thermax LimitedJ-268 Thermax LimitedVadodaraVadodara
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Full PlanFull Plan
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Plan of Phase 1Plan of Phase 1
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Frame X-sectionFrame X-section
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Wind load calculationWind load calculation
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PURLIN
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Base plate
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Plant visit
at
Pant Nagar
PROCESSESPROCESSESP E BP E B
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PROCESSESPROCESSES
PEB
BUILT UP LINE COLD FORM LINE SHEETING
PRIMARY
MEMBERS
CKD
C & Z PURLINS
LINE
HR SECTIONS
&
MISCELLANEOUS
PARTS
ROOF & WALL
SHEETING
GUTTER,
FLASHINGS,
TRIMS, ETC
CKD CKD CKD ACCESSORIES
SHIPMENT
P E BP E B
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Site visit
atPANT NAGAR
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ERECTION SYSTEMERECTION SYSTEM
UNDERSTANDING THEUNDERSTANDING THEENGINEERING DOCUMENTS.ENGINEERING DOCUMENTS.
1.1. Anchor Bolt Setting PlanAnchor Bolt Setting Plan
2.2. Cross sectionCross section
3.3. Roof framing planRoof framing plan
4.4. Roof sheeting & framingRoof sheeting & framing
5.5. Sidewall sheeting & framingSidewall sheeting & framing
6.6. Other drawingsOther drawings7.7. Bill of materialsBill of materials
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CONTDCONTD
Preparation for ErectionPreparation for Erection1.1. Pre Erection checksPre Erection checks
2.2. Receiving Materials at siteReceiving Materials at site
3.3. Unloading ContainersUnloading Containers
Erection of the FramingErection of the Framing1.1. Preparation of the First BayPreparation of the First Bay
2.2. Main framesMain frames
3.3. Mezzanine floorsMezzanine floors
4.4. Crane BeamsCrane Beams
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CONTD.CONTD.
Sheeting & TrimmingSheeting & Trimming Sheeting preparationSheeting preparation
Sheeting the wallsSheeting the walls
Sheeting the roofsSheeting the roofs
Miscellaneous trimmingsMiscellaneous trimmings
FasciaFascia
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