presentation by gursharan singh

8/4/2019 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





7 Z 250X 2.0Spacing-1.5


Z 250X 2.0Spacing-1.5




8 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





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






7 Z 250X 2.0Spacing-1.5






8 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







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 200 X 1.75Spacing-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 250 X 2Spacing-1.5


47 Z 250 X 2.5Spacing-1.5




50 Z 250 X 2.5Spacing-1.5




55 C 250 X 2.5Spacing-1.35


C 250 X 2.5Spacing-1.35




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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
http://var/www/apps/conversion/current/tmp/scratch19597/AMERICAN%20CODE%20-LOAD%20CALCULATION-7.32M.xlshttp://var/www/apps/conversion/current/tmp/scratch19597/AMERICAN%20CODE%20-LOAD%20CALCULATION-7.32M.xlshttp://var/www/apps/conversion/current/tmp/scratch19597/AMERICAN%20CODE%20-LOAD%20CALCULATION-7.32M.xls


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PURLIN
http://var/www/apps/conversion/current/tmp/scratch19597/AMERICAN%20CODE%20-LOAD%20CALCULATION-7.32M.xls


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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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presentation by gursharan singh

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