presentation for peb building

7/24/2019 Presentation for PEB Building

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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 ENGINEERED

STEEL BUILDINGS

Concept , Desin

!Const"#ction


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ERA G"o#pERA G"o#p

E"$ In%"$ Eninee"in &t'(E"$ In%"$ Eninee"in &t'(

E"$ B#i)'in S*ste+ &t'(E"$ B#i)'in S*ste+ &t'(

E"$ E-one In'i$. &t'(E"$ E-one In'i$. &t'(

E"$ &$n'+$"/s In'i$. &t'(E"$ &$n'+$"/s In'i$. &t'(


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PRE ENGINEERED BUILDINGSPRE ENGINEERED BUILDINGS Tailor made building based on

clients requirement & actualdesign calculations usingtaered sections!

" combination o# built u

section$ %ot rolled section$cold #ormed elements androled s%eets

Designing and casting is done

in #actor' Building comonents are

broug%t to site

T%en (ed)*ointed at t%e site

"ll connections are bolted!


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Steel +as ,er' e(ensi,e item in US"Steel +as ,er' e(ensi,e item in US"

T%e concet o# PEB originate #rom %ere!T%e concet o# PEB originate #rom %ere! T%e idea +as t%at section s%ould be ro,ided as erT%e idea +as t%at section s%ould be ro,ided as er

B!-!D!B!-!D!

T%is lead to t%e sa,ing in steel and de,eloment o#T%is lead to t%e sa,ing in steel and de,eloment o#

PEB concet!PEB concet!

BRIE. /IST0R1BRIE. /IST0R1


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APPLICATIONSAPPLICATIONS

Industrial BuildingsIndustrial Buildings

2are%ouses2are%ouses 3ommercial 3omle(es3ommercial 3omle(es S%o+roomsS%o+rooms 04ces04ces

Sc%oolsSc%ools Indoor StadiumsIndoor Stadiums 0utdoor Stadiums +it% canoies0utdoor Stadiums +it% canoies Gas StationsGas Stations -etro Stations$ Bus Terminals$ Par5ing Lots-etro Stations$ Bus Terminals$ Par5ing Lots Primar' /ealt% 3enters$ "ngan +adisPrimar' /ealt% 3enters$ "ngan +adis "nd man' more6"nd man' more6

E B E B


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30NT6!30NT6!

In'#st"i$) B#i)'inIn'#st"i$) B#i)'in

E B E B

$"/in )ots$"/in )ots

Indoor StadiumsIndoor Stadiums

R$i)$* St$tionR$i)$* St$tion


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"ircra#t /angars"ircra#t /angarsP E BP E B

-etro Station-etro Station

2ear %ouse2ear %ouse /ig% rise Building/ig% rise Building


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ADVANTAGESADVANTAGES

Aestetic Appe$)Aestetic Appe$) 3$ste" Co+p)etion3$ste" Co+p)etion

Econo+ic$)Econo+ic$)

Seis+ic Resist$nceSeis+ic Resist$nce

E$se o% E4p$nsionE$se o% E4p$nsion

M$inten$nce 3"eeM$inten$nce 3"ee

&$"e C)e$" Sp$ns&$"e C)e$" Sp$ns

Cont"o))e' #$)it*Cont"o))e' #$)it* H$ss)e 3"eeH$ss)e 3"ee

P E BP E B


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Se)% eitSe)% eit

60 )ite"60 )ite"

"i+$"* Me+8e" is"i+$"* Me+8e" ist$pe"e' sectiont$pe"e' section

Secon'$"* +e+8e"sSecon'$"* +e+8e"s

$"e )it eit "o))e'$"e )it eit "o))e'

%"$+e' 9: $n' 9C:%"$+e' 9: $n' 9C:sectionsection

Sel# +eig%tSel# +eig%t

-ore %ea,'-ore %ea,'

Primar' membersPrimar' membersare /ot rolled 7I8are /ot rolled 7I8

sectionsection

Secondar'Secondar'

members are 7I8 ormembers are 7I8 or738 section +%ic%738 section +%ic%

are %ea,' in +eig%t!are %ea,' in +eig%t!


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Deli,er' 9 a,erage : toDeli,er' 9 a,erage : to

; +ee5s; +ee5s

.oundation? more t%an PEB Erection rocess isErection rocess is

slo+ and e(tensi,eslo+ and e(tensi,e

eld labor is required!eld labor is required!


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Seismic Resistance


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COMPONENTSCOMPONENTS

-ain .rame-ain .rame Primar'Primar'

-embers-embers3olumns3olumnsRa#tersRa#ters

Secondar'Secondar'-embers-embers

PurlinsPurlinsGirtsGirts

P E BP E B

S%eetingS%eeting Roo#Roo# 2all2all .ascias etc.ascias etc

"ccessories"ccessories entilatorsentilators S5' Lig%tsS5' Lig%ts

-isc!-isc!


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OTHER MAJOR COMPONENTS OFPEB

RANE BRACKETS &BEAMS MEZZANINEFLOORS

STRUCTURA

L PARTIONS

."S3I"S 3"N0PIES


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;o"/ 'one;o"/ 'one

Det$i) &ite"$t"#e st#'*Det$i) &ite"$t"#e st#'*

?, @e"+$4 &i+ite' $t $'o'$"$J-2>?, @e"+$4 &i+ite' $t $'o'$"$

J-627, S#8 St$tion & ! @ S#"$tJ-627, S#8 St$tion & ! @ S#"$t

J-275-602 H$=i"$, S#"$tJ-275-602 H$=i"$, S#"$t

J-276 & ! @ @$)e$on, #ne(J-276 & ! @ @$)e$on, #ne( )$nt isit)$nt isit

Site isitSite isit


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DESIGN ISSUESDESIGN ISSUES

STRU3TUR"L PL"NNINGSTRU3TUR"L PL"NNING

.R"-E 30N.IGUR"TI0NS.R"-E 30N.IGUR"TI0NS

T1PES 0. L0"DS & "SSESS-ENTT1PES 0. L0"DS & "SSESS-ENT

END 30NDITI0NSEND 30NDITI0NS

3R"NES3R"NES

-E"NINES-E"NINES

L0"D 30-BIN"TI0NSL0"D 30-BIN"TI0NS


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Load 1X

Y

Z

PRE-ENGINEERED BUILDINGS NOMENCLATUREPRE-ENGINEERED BUILDINGS NOMENCLATURE

STANDARD FRAMING SYSTEMS STANDARD FRAMING SYSTEMS

T33S F T"PERED 30LU-N 3LE"R SP"N

Load 1X

Y

Z

T3-S


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SS3S F SINGLE SL0PE 3LE"R SP"N!

Load 1

X

Y

ZSSMS-1 SING&E S&


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GUIDELINES FOR PEB DESIGN AT PROPOSALSTAGE

"LL DESIGNS S/"LL BE "S PER -B-" "-ERI3"NST"ND"RDS UNLESS 3LIENT SPE3I.IES "S PERIS 30DE

LIE L0"D "S PER "-ERI3"N 30DE F >!H

JN)-K= "ND "S PER IS 30DE F >!H JN)-K=!MREDU3TI0N IN LIE L0"D T0 BE IN30RP0R"TED.0R BUILDINGS /"ING /IG/ER SL0PES

"S PER "-ERI3"N 30DE O/0RI0NT"L

DE.LE3TI0N F L);> & ERTI3"LDE.LE3TI0NFE%)>> .0R -"IN .R"-ES!

2IND TERR"IN 3"TEG0R1 IS T0 BE SELE3TEDUNLESS -0RE D"T" IS ""IL"BLE!


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30NTD66

IN "-ERI3"N DESIGN $ 2IND 30E..I3IENTS T0 BE.0LL02ED "S GIEN IN -B-"!

IN IS DESIGN$ INTERN"L & ETERN"L BUILDING2IND 30E..I3IENTS "S PER IS


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$"*in o% ;i't o% 3"$+e$"*in o% ;i't o% 3"$+e


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$"*in Heit $n' i't$"*in Heit $n' i't

Design Purline 250 X 2.5 mm2

Spacing-1.57(?7 /+Spacing-1.5

Design Girt 2502(0 ++2

Spacing-1.5?(0 /+Spacing-1.5


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$"*in B$* )ent it Heit$"*in B$* )ent it HeitHeigth-6 Heigth-8 Heigth-9

Purline Girt Purline Girt Purline Girt

6 Z 200X1.5Spacing-1.5 Z 200X1.5Spacing-1.5 Z 200X1.5Spacing-1.5 Z 200X1.5Spacing-1.5 Z 200X1.5Spacing-1.5 Z 200X1.5Spacing-1.5

Z 250X 2.0Spacing-1.5

Z 250X1.5Spacing-1.!5





8 Z 250 X 2.5Spacing-1.5

Z 250 X 2.5Spacing-1.5





9 "250 X 2.5Spacing-1.#

" 250 X 2.5Spacing-1.!5

"250 X 2.5Spacing-1.#

" 250 X 2.5Spacing-1.!5

"250 X 2.5Spacing-1.#

" 250 X 2.5Spacing-1.!5

10 " 250 X 2.5Spacing-1.0

" 250 X 2.5Spacing-1.0

" 250 X 2.5Spacing-1.0

" 250 X 2.5Spacing-1.0

" 250 X 2.5Spacing-1.0

" 250 X 2.5Spacing-1.0

@ot$) eit o% 3"$+e, #")ine $n' Gi"t
http://output.xls/http://output.xls/http://output.xls/


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$"*in 8$* )ent it i't$"*in 8$* )ent it i'tHeigth-6 Heigth-8 Heigth-9

Purline Girt Purline Girt Purline Girt

6 Z 200X1.5Spacing-1.5 Z 200X1.5Spacing-1.5 Z 200X1.5Spacing-1.5 Z 200X1.5Spacing-1.5 Z 200X1.5Spacing-1.5 Z 200X1.5Spacing-1.5







8 Z 250 X 2.5Spacing-1.5






9 "250 X 2.5Spacing-1.#

" 250 X 2.5Spacing-1.!5

"250 X 2.5Spacing-1.#

" 250 X 2.5Spacing-1.!5

"250 X 2.5Spacing-1.#

" 250 X 2.5Spacing-1.!5

10 " 250 X 2.5Spacing-1.0

" 250 X 2.5Spacing-1.0

" 250 X 2.5Spacing-1.0

" 250 X 2.5Spacing-1.0

" 250 X 2.5Spacing-1.0

" 250 X 2.5Spacing-1.0


i i ' ' it i't i i ' ' it i't
http://output.xls/http://output.xls/http://output.xls/http://output.xls/http://output.xls/http://output.xls/


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$"*in in' spee' it i't$"*in in' spee' it i't$in% &i%th-20m &i%th-!5

spee% Purline Girt Purline Girt

!! Z 200 X 1.5Spacing-1.5

Z 200X1.5Spacing-1.5


Z 200X1.5Spacing-1.5

!9 Z 200 X 2.0Spacing-1.5 Z 200X2.0Spacing-1.5 Z 200 X 2.0Spacing-1.5 Z 200X2.0Spacing-1.5

#! Z 250 X 2Spacing-1.5

Z 250X2.0Spacing-1.#

Z 250 X 2Spacing-1.5

Z 250X2.0Spacing-1.#

# Z 250 X 2.5Spacing-1.5

Z 250X2.0Spacing-1.#5


Z 250X2.0Spacing-1.#5

50 Z 250 X 2.5Spacing-1.5




55 " 250 X 2.5Spacing-1.!5

" 250 X 2.5Spacing-1.5

" 250 X 2.5Spacing-1.!5

" 250 X 2.5Spacing-1.5

http://output.xls/http://output.xls/http://output.xls/


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Steps o% DesinSteps o% Desin

;in' )o$' c$)c#)$tion;in' )o$' c$)c#)$tion

#")ine Desin#")ine Desin

Gi"t DesinGi"t Desin

Desin o% M$in 3"$+eDesin o% M$in 3"$+e

B$se )$teB$se )$te

Anco" Bo)t 'esin %o" Mo+ent Con'itionAnco" Bo)t 'esin %o" Mo+ent Con'ition

Anco" Bo)t 'esin %o" Se$" Con'itionAnco" Bo)t 'esin %o" Se$" Con'ition

G$8)e co)#+n 'esinG$8)e co)#+n 'esin Desin o% connection p)$teDesin o% connection p)$te

C"$nes DesinC"$nes Desin


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J-2?> @e"+$4 &i+ite'J-2?> @e"+$4 &i+ite'$'o'$"$$'o'$"$


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3#)) )$n3#)) )$n


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)$n o% $se 1)$n o% $se 1


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3"$+e -section3"$+e -section


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Wind load calculationWind load calculation
http://american%20code%20-load%20calculation-7.32m.xls/http://american%20code%20-load%20calculation-7.32m.xls/http://american%20code%20-load%20calculation-7.32m.xls/


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PURLIN


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Base plate
http://base%20plate%20design-5.xls/http://base%20plate%20design-5.xls/


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)$nt isit

$t$nt N$$"

PR03ESSESPR03ESSESP E BP E B


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PR03ESSESPR03ESSES

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 isit

$t

AN@ NAGAR


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ERE3TI0N S1STE-ERE3TI0N S1STE-

UNDERSTANDING THEUNDERSTANDING THEENGINEERING DOCUMENTS.ENGINEERING DOCUMENTS.

!! "nc%or Bolt Setting Plan"nc%or Bolt Setting Plan

=!=! 3ross section3ross section

!! Roo# #raming lanRoo# #raming lan

!! Roo# s%eeting & #ramingRoo# s%eeting & #raming

H!H! Side+all s%eeting & #ramingSide+all s%eeting & #raming

:!:! 0t%er dra+ings0t%er dra+ings!! Bill o# materialsBill o# materials


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30NTD630NTD6

Pr!"r"#$% '%r Er(#$%Pr!"r"#$% '%r Er(#$%!! Pre Erection c%ec5sPre Erection c%ec5s

=!=! Recei,ing -aterials at siteRecei,ing -aterials at site

!! Unloading 3ontainersUnloading 3ontainers

Er(#$% %' #) Fr"*$+Er(#$% %' #) Fr"*$+!! Prearation o# t%e .irst Ba'Prearation o# t%e .irst Ba'

=!=! -ain #rames-ain #rames

!! -eCCanine @oors-eCCanine @oors!! 3rane Beams3rane Beams


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30NTD6!30NTD6!

S)#$+ & Tr$**$+S)#$+ & Tr$**$+ S%eeting rearationS%eeting rearation

S%eeting t%e +allsS%eeting t%e +alls

S%eeting t%e roo#sS%eeting t%e roo#s

-iscellaneous trimmings-iscellaneous trimmings

.ascia.ascia


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presentation for peb building

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