SPXTIN : Sleeve Adapter for Mast

Size: px
Start display at page:

Download "SPXTIN : Sleeve Adapter for Mast"

Transcription

1 0 TNIL SPXTIN-0: eight Safety Lifting Load ontrol Safety Management T SpanSet ustralia Ltd 0 Old athurst Road mu Plains NSW 0 ustralia Telephone + 9 ax + 0 -mail sales@spanset.com.au Internet SpanSet ustralia Ltd SpanSet Xtirpa onfined Space quipment

2 Product number: SPXTIN 0, [.000 ], [.0 ], [9. ] 00/0/9 WIT: PROUITS SRVI PULIS INNOV IN. INNOV PULI UTILITY PROUTS IN QU IN. and under exclusive license to INNOV PULI UTILITY PROUTS IN., (hereafter «INNOV»). ll rights reserved. Protected under the opyright ct of anada and and requires the prior written approval of INNOV. ll data is the exclusive property of 90-0 QU IN. and under exclusive license to INNOV and cannot be used nor disclosed in TITL: 0 Lbs Kg OLOR: MTRIL: ST(S): / PROJT: SPXTIN

3 Recommandations: oncrete must be made of 0,% brut area reinforced 000psi (. MPa) or better. Minimum thickness of '' (0mm). Use anchor bolt epoxy (such as ilti it-r-00) as a filler between the sleeve adaptor and concrete. 0,0 [.0 ] Pre-drilled hole in concrete Moment capacity: 0,000 lbf-in (, N-m) Vertical load:,000 lbf (, N). N.. It is the responsability of the field ngineer to assure the installation and capacity of the floor and wall structures. [9. ] [.00 ] Min. istance from edge 00/0/9 PROUITS SRVI PULIS INNOV IN. INNOV PULI UTILITY PROUTS IN QU IN. and under exclusive license to INNOV PULI UTILITY PROUTS IN., (hereafter «INNOV»). ll rights reserved. Protected under the opyright ct of anada and and requires the prior written approval of INNOV. ll data is the exclusive property of 90-0 QU IN. and under exclusive license to INNOV and cannot be used nor disclosed in TITL: WIT: 0 Lbs Kg OLOR: MTRIL: ST(S): / PROJT: SPXTIN

4 SPIITIONS P r o d u cnt u m b :e lf N - l T h i sp r o d u ci ts m o nr o t e dw il h o m o ixm u m w o r ikn q c o o oi ct y o f ô 0 l b (sl k g ). l i i s o n l yl o b e u s e di n c o n j u n c l iwo int hp e r s o i oi ol l I o r r e s ie q u i p m e n T l h o i l i m i i st h em o x i m u om r r e i s t{ o r c e( [ { ). M o x i m ul tm orking Momenl:9 N S- m(, ô l0b f - i n ) M o ixm u m M o m e n; l, N - m( l? 0, 0 0 l0b f - i n ) II}RS MeelT s h ef o l l o w i nsqt o n d o r d s ; 0 S P e r s 0 n f0ol li ' o r r e s si y s t e -m 9 0. ôp p N S SI o f e t yr e q u i r e m e nf oi si p e f s o n o{ lo li o i ' r e s st ' y s l e m, s u b s y ' s { eom n idc o m p o n e n +! gi. R t 9 9 gi 0 0 N / Sol l o r r e s t e r sv,e r t i c o ll i f e l i n e so, n dr o i l s 9. - g I I T IR L f { 0 } i S T R Ul ot it P l o i e : S t ee ({ 0 0! t/ )S c 0. S l e e v er l 0? O M Sleel i n i s h; Z i n cp l o i e d, S T, ô{ - T,y p er i l, s c S l e e Ybee o r i n :g P V Pipe. W e l d i nge r { i T i c o t i o W 9I Y r,., vsi. : ' n S w w STR]TIONS I r { P O R T :N T 000/0/9 d o p i o rosr e d e s i g n el do f u n c l i o no n l y w i t h l n n o v po u b l i cu i i l i t y p r o d u c t s l N.e q u i p m e n t. l l e q u i p m em n iu s ib e i n s p e c t ebde f o r e e lh e no f o l l n 0 $0 ( c u r e d, r -u$inb g y q u o l i fi e d p e r $ o n n w \ { I T : l0 Lbi K g lii( Plol!d Soevadagc for tæt

5 Product number: SPXTIN P00-00 hemise de cylindre PV ed. 0 S00-00 Rev Étiquette "WRNIN" S00-00 Rev Étiquette "TTNTION" SPXT ss soudé de l'adaptateur cylindre pour mât (acier plaqué zinc) ouchon effilé / Plastique IX QT OMPOSNT RV SRIPTION MTRIU 00/0/9 WIT: PROUITS SRVI PULIS INNOV IN. INNOV PULI UTILITY PROUTS IN QU IN. and under exclusive license to INNOV PULI UTILITY PROUTS IN., (hereafter «INNOV»). ll rights reserved. Protected under the opyright ct of anada and and requires the prior written approval of INNOV. ll data is the exclusive property of 90-0 QU IN. and under exclusive license to INNOV and cannot be used nor disclosed in TITL: 0 Lbs Kg OLOR: MTRIL: ST(S): / PROJT: SPXTIN

SPXTIN : Fresh Concrete Floor Adapter

SPXTIN : Fresh Concrete Floor Adapter 0 SPXTIN00-0: resh oncrete loor dapter eight Safety Lifting Load ontrol Safety Management TNIL T SpanSet ustralia Ltd Pullman Place mu Plains NSW 0 ustralia Telephone + 9 ax + 0 -mail sales@spanset.com.au

More information

SPXTIN : 90 Corner Adapter

SPXTIN : 90 Corner Adapter TNIL SPXTIN-: 90 orner dapter eight Safety Lifting Load ontrol Safety Management T SpanSet ustralia Ltd 0 Old athurst Road mu Plains NSW 0 ustralia Telephone + 9 ax + 0 -mail sales@spanset.com.au Internet

More information

SPXTIN : Extensible Davit-Arm 60 to 96

SPXTIN : Extensible Davit-Arm 60 to 96 0 SPXTIN9-0: xtensible avit-rm 0 to 9 eight Safety Lifting Load ontrol Safety Management TNIL T SpanSet ustralia Ltd Pullman Place mu Plains NSW 0 ustralia Telephone + 9 ax + 0 -mail sales@spanset.com.au

More information

SPXTIN : Wall Adapter for Mast 4

SPXTIN : Wall Adapter for Mast 4 0 TNIL SPXTIN-0: Wall dapter for Mast eight Safety Lifting Load ontrol Safety Management T SpanSet ustralia Ltd Pullman Place mu Plains NSW 0 ustralia Telephone + 9 ax + 0 -mail sales@spanset.com.au Internet

More information

SPXTIN : Central Floor Adapter Zinc Plated

SPXTIN : Central Floor Adapter Zinc Plated 0 eight Safety Lifting Load ontrol Safety Management TNIL T SPXTIN-0: entral loor dapter Zinc Plated SpanSet ustralia Ltd Pullman Place mu Plains NSW 0 ustralia Telephone + 9 ax + 0 -mail sales@spanset.com.au

More information

T h e C S E T I P r o j e c t

T h e C S E T I P r o j e c t T h e P r o j e c t T H E P R O J E C T T A B L E O F C O N T E N T S A r t i c l e P a g e C o m p r e h e n s i v e A s s es s m e n t o f t h e U F O / E T I P h e n o m e n o n M a y 1 9 9 1 1 E T

More information

A L A BA M A L A W R E V IE W

A L A BA M A L A W R E V IE W A L A BA M A L A W R E V IE W Volume 52 Fall 2000 Number 1 B E F O R E D I S A B I L I T Y C I V I L R I G HT S : C I V I L W A R P E N S I O N S A N D TH E P O L I T I C S O F D I S A B I L I T Y I N

More information

P a g e 5 1 of R e p o r t P B 4 / 0 9

P a g e 5 1 of R e p o r t P B 4 / 0 9 P a g e 5 1 of R e p o r t P B 4 / 0 9 J A R T a l s o c o n c l u d e d t h a t a l t h o u g h t h e i n t e n t o f N e l s o n s r e h a b i l i t a t i o n p l a n i s t o e n h a n c e c o n n e

More information

P a g e 3 6 of R e p o r t P B 4 / 0 9

P a g e 3 6 of R e p o r t P B 4 / 0 9 P a g e 3 6 of R e p o r t P B 4 / 0 9 p r o t e c t h um a n h e a l t h a n d p r o p e r t y fr om t h e d a n g e rs i n h e r e n t i n m i n i n g o p e r a t i o n s s u c h a s a q u a r r y. J

More information

176 5 t h Fl oo r. 337 P o ly me r Ma te ri al s

176 5 t h Fl oo r. 337 P o ly me r Ma te ri al s A g la di ou s F. L. 462 E l ec tr on ic D ev el op me nt A i ng er A.W.S. 371 C. A. M. A l ex an de r 236 A d mi ni st ra ti on R. H. (M rs ) A n dr ew s P. V. 326 O p ti ca l Tr an sm is si on A p ps

More information

Consensus with ISO EN Overview. Innovative by tradition.

Consensus with ISO EN Overview. Innovative by tradition. Innovative by tradition. Consensus with ISO 13849-1 EN Overview Mayser GmbH & Co. KG Örlinger Straße 1 3 89073 Ulm GERMANY Phone: +49 731 2061-0 Fax: +49 731 2061-222 E-mail: info.ulm@mayser.com Internet:

More information

35H MPa Hydraulic Cylinder 3.5 MPa Hydraulic Cylinder 35H-3

35H MPa Hydraulic Cylinder 3.5 MPa Hydraulic Cylinder 35H-3 - - - - ff ff - - - - - - B B BB f f f f f f f 6 96 f f f f f f f 6 f LF LZ f 6 MM f 9 P D RR DD M6 M6 M6 M. M. M. M. M. SL. E 6 6 9 ZB Z EE RC/ RC/ RC/ RC/ RC/ ZM 6 F FP 6 K KK M. M. M. M. M M M M f f

More information

G-FIRE FLANGE ADAPTERS

G-FIRE FLANGE ADAPTERS G-FIRE FLANGE ADAPTERS 21 G-FIRE FLANGE ADAPTERS Pictorial Table of Contents MATERIAL SPECIFICATIONS Issue 03, 04, 07 Cert No. 570, 669, 673 For detailed Listing and Approval information see pages 101-10

More information

Software Process Models there are many process model s in th e li t e ra t u re, s om e a r e prescriptions and some are descriptions you need to mode

Software Process Models there are many process model s in th e li t e ra t u re, s om e a r e prescriptions and some are descriptions you need to mode Unit 2 : Software Process O b j ec t i ve This unit introduces software systems engineering through a discussion of software processes and their principal characteristics. In order to achieve the desireable

More information

2D - STRIP ANCHOR LIFTING SYSTEM

2D - STRIP ANCHOR LIFTING SYSTEM 2D - STRIP ANCHOR LIFTING SYSTEM WWW.TERWA.COM Terwa reserves the right to make changes to the documentation at any time Page 1 OVERVIEW LIFTING CLUTCHES AND TRANSPORT ANCHOR SA-B SA-ST SA-TTU UNIVERSAL

More information

Executive Committee and Officers ( )

Executive Committee and Officers ( ) Gifted and Talented International V o l u m e 2 4, N u m b e r 2, D e c e m b e r, 2 0 0 9. G i f t e d a n d T a l e n t e d I n t e r n a t i o n a2 l 4 ( 2), D e c e m b e r, 2 0 0 9. 1 T h e W o r

More information

Series 3000 and XE-Series Engineering Data

Series 3000 and XE-Series Engineering Data Series 3000 and XE-Series Engineering Data A C A U S T R A L I A Series 3000 and XE-Series Engineering Data The NEW era of Series 3000 and XE-Series Cooling Towers continue to exceed the industry standard

More information

Agenda Rationale for ETG S eek ing I d eas ETG fram ew ork and res u lts 2

Agenda Rationale for ETG S eek ing I d eas ETG fram ew ork and res u lts 2 Internal Innovation @ C is c o 2 0 0 6 C i s c o S y s t e m s, I n c. A l l r i g h t s r e s e r v e d. C i s c o C o n f i d e n t i a l 1 Agenda Rationale for ETG S eek ing I d eas ETG fram ew ork

More information

OH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9

OH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9 OH BOY! O h Boy!, was or igin a lly cr eat ed in F r en ch an d was a m a jor s u cc ess on t h e Fr en ch st a ge f or young au di enc es. It h a s b een s een by ap pr ox i ma t ely 175,000 sp ect at

More information

A0A TEXAS UNIV AT AUSTIN DEPT OF CHEMISTRY F/G 7/5 PHOTOASSISTED WATER-GAS SHIFT REACTION ON PLATINIZED T7TANIAI T--ETCIUI

A0A TEXAS UNIV AT AUSTIN DEPT OF CHEMISTRY F/G 7/5 PHOTOASSISTED WATER-GAS SHIFT REACTION ON PLATINIZED T7TANIAI T--ETCIUI AA113 878 TEXAS UNIV AT AUSTIN DEPT OF CHEMISTRY F/G 7/5 PHOTOASSISTED WATER-GAS SHIFT REACTION ON PLATINIZED T7TANIAI T--ETCIUI APR 82 S FANG. 8 CHEN..J M WHITE N14-75-C-922 UNCLASSIFIED NL OFFICE OF

More information

Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading

Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading General Information Mechanical Anchors General Information Power-Stud + SD1 Wedge Expansion Anchor Product Description The Power-Stud+ SD1 anchor is a fully threaded, torque-controlled, wedge expansion

More information

EXAMPLE 87.5" APPROVAL SHEET APPROVED BY /150HP DUAL VFD CONTROL ASSEMBLY CUSTOMER NAME: CAL POLY SLO FINISH: F 20

EXAMPLE 87.5 APPROVAL SHEET APPROVED BY /150HP DUAL VFD CONTROL ASSEMBLY CUSTOMER NAME: CAL POLY SLO FINISH: F 20 XMPL XMPL RVISIONS ZON RV. SRIPTION T PPROV 0.00 THIS IS N PPROVL RWING OR YOUR ORR. OR MNUTURING N GIN, THIS RWING MUST SIGN N RTURN TO MOTION INUSTRIS. NY HNGS M TO THIS RWING, TR MNUTURING HS GUN WILL

More information

Hilti HSV-F Stud anchor

Hilti HSV-F Stud anchor Product Data Sheet Hilti Anchor version Benefits torque-controlled mechanical expansion allows immediate load application HSV-F Carbon steel, hot dipped galvanised, min 42 microns coating thickness setting

More information

I N A C O M P L E X W O R L D

I N A C O M P L E X W O R L D IS L A M I C E C O N O M I C S I N A C O M P L E X W O R L D E x p l o r a t i o n s i n A g-b eanste d S i m u l a t i o n S a m i A l-s u w a i l e m 1 4 2 9 H 2 0 0 8 I s l a m i c D e v e l o p m e

More information

Design of AAC wall panel according to EN 12602

Design of AAC wall panel according to EN 12602 Design of wall panel according to EN 160 Example 3: Wall panel with wind load 1.1 Issue Design of a wall panel at an industrial building Materials with a compressive strength 3,5, density class 500, welded

More information

ilpi4ka3 MuHucrepcrBo o6pasobahufl Huxeropollcnofi o Onacrrl rocyaapctnennofi rrorosofi s2015 ro4y fl? /CI.?G

ilpi4ka3 MuHucrepcrBo o6pasobahufl Huxeropollcnofi o Onacrrl rocyaapctnennofi rrorosofi s2015 ro4y fl? /CI.?G MuucpcB 6psBul uxpllci cl ilpk l? /C.?G ' uxui P' 06 YP [pcjb CCTB qb cypci KMqui KMcc uxpqcci 6cu 015 Y' B cstctb yktm 1 lpxk plbl' 'cypcsuii u "c1 6p:JbbM ppmmll Cp 6[ Sp: ybpx pkm MuucpcTB 6p:ux 1 yk

More information

2.' -4-5 I fo. - /30 + ;3, x + G: ~ / ~ ) ~ ov. Fd'r evt.'i') cutckf' ()y\e.._o OYLt dtt:vl. t'"'i ~ _) y =.5_21/2-+. 8"'- 2.

2.' -4-5 I fo. - /30 + ;3, x + G: ~ / ~ ) ~ ov. Fd'r evt.'i') cutckf' ()y\e.._o OYLt dtt:vl. t''i ~ _) y =.5_21/2-+. 8'- 2. Statistics 100 Sample FINAL Instructions: I. WORK ALL PROBLEMS. Please, give details and explanations and SHOW ALL YOUR WORK so that partial credits can be given. 2. You may use four pages of notes, tables

More information

Bumper Technical Information

Bumper Technical Information OMPONNT NRY ORIN PROUT ithin the family of antivibration products, we are introducing a line of NRY-ORIN PROUT. NRL In order to lend full understanding of the importance and capabilities of this product

More information

Exhibit 2-9/30/15 Invoice Filing Page 1841 of Page 3660 Docket No

Exhibit 2-9/30/15 Invoice Filing Page 1841 of Page 3660 Docket No xhibit 2-9/3/15 Invie Filing Pge 1841 f Pge 366 Dket. 44498 F u v 7? u ' 1 L ffi s xs L. s 91 S'.e q ; t w W yn S. s t = p '1 F? 5! 4 ` p V -', {} f6 3 j v > ; gl. li -. " F LL tfi = g us J 3 y 4 @" V)

More information

THREE HOLE SPLICE CLEVIS FOR B52 Standard finishes: ZN, GRN Wt./C 126 Lbs. (57.1 kg)

THREE HOLE SPLICE CLEVIS FOR B52 Standard finishes: ZN, GRN Wt./C 126 Lbs. (57.1 kg) CLEVIS FITTINGS B169 TWO HOLE SPLICE Wt./C 84 Lbs. (38.1 kg) B168 THREE HOLE SPLICE Wt./C 126 Lbs. (57.1 kg) B167 Wt./C 178 Lbs. (80.7 kg) 3 1 /2 (88.9) B170 TWO HOLE SPLICE Wt./C 123 Lbs. (55.8 kg) 5

More information

Edward C. Robison, PE, SE. 02 January Architectural Metal Works ATTN: Sean Wentworth th ST Emeryville, CA 94608

Edward C. Robison, PE, SE. 02 January Architectural Metal Works ATTN: Sean Wentworth th ST Emeryville, CA 94608 Edward C. Robison, PE, SE ks ATTN: Sean Wentworth 1483 67 th ST Emeryville, CA 94608 02 January 2013 SUBJ: 501 CORTE MADERA AVE, CORTE MADERA, CA 94925 BALCONY GUARD BASE PLATE MOUNTS The guards for the

More information

spslab v3.11. Licensed to: STRUCTUREPOINT, LLC. License ID: D2DE-2175C File: C:\Data\CSA A Kt Revised.slb

spslab v3.11. Licensed to: STRUCTUREPOINT, LLC. License ID: D2DE-2175C File: C:\Data\CSA A Kt Revised.slb X Z Y spslab v3.11. Licensed to: STRUCTUREPOINT, LLC. License ID: 00000-0000000-4-2D2DE-2175C File: C:\Data\CSA A23.3 - Kt Revised.slb Project: CSA A23.3 - Kt Torsional Stiffness Illustration Frame: Engineer:

More information

SUPPLY, ERECTION & COMMISSIONING OF 2 X 3.15 MVA 33/11KV SUB-STATION at Khuntlipalli,Bargarh ( PACKAGE - B )

SUPPLY, ERECTION & COMMISSIONING OF 2 X 3.15 MVA 33/11KV SUB-STATION at Khuntlipalli,Bargarh ( PACKAGE - B ) SUPPLY, ERECTION & COMMISSIONING OF 2 X 3.15 MVA 33/11KV SUB-STATION at Khuntlipalli,Bargarh ( PACKAGE - B ) Sl. 1 2 Description of Work Supply,Erection & Commissioning of 2 x 3.15 MVA, New 33/11 KV Primary

More information

APPH 4200 Physics of Fluids

APPH 4200 Physics of Fluids APPH 42 Physics of Fluids Problem Solving and Vorticity (Ch. 5) 1.!! Quick Review 2.! Vorticity 3.! Kelvin s Theorem 4.! Examples 1 How to solve fluid problems? (Like those in textbook) Ç"Tt=l I $T1P#(

More information

I M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o

I M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o I M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o u l d a l w a y s b e t a k e n, i n c l u d f o l

More information

Instruction Sheet COOL SERIES DUCT COOL LISTED H NK O. PR D C FE - Re ove r fro e c sed rea. I Page 1 Rev A

Instruction Sheet COOL SERIES DUCT COOL LISTED H NK O. PR D C FE - Re ove r fro e c sed rea. I Page 1 Rev A Instruction Sheet COOL SERIES DUCT COOL C UL R US LISTED H NK O you or urc s g t e D C t oroug y e ore s g / as e OL P ea e rea g product PR D C FE RES - Re ove r fro e c sed rea t m a o se e x o duct

More information

Civil Engineering Design (1) Design of Reinforced Concrete Columns 2006/7

Civil Engineering Design (1) Design of Reinforced Concrete Columns 2006/7 Civil Engineering Design (1) Design of Reinforced Concrete Columns 2006/7 Dr. Colin Caprani, Chartered Engineer 1 Contents 1. Introduction... 3 1.1 Background... 3 1.2 Failure Modes... 5 1.3 Design Aspects...

More information

Lesson Ten. What role does energy play in chemical reactions? Grade 8. Science. 90 minutes ENGLISH LANGUAGE ARTS

Lesson Ten. What role does energy play in chemical reactions? Grade 8. Science. 90 minutes ENGLISH LANGUAGE ARTS Lesson Ten What role does energy play in chemical reactions? Science Asking Questions, Developing Models, Investigating, Analyzing Data and Obtaining, Evaluating, and Communicating Information ENGLISH

More information

2010 NASCC / Structures Congress Orlando, Florida May 13, 2010

2010 NASCC / Structures Congress Orlando, Florida May 13, 2010 2010 NASCC / Structures Congress Orlando, Florida May 13, 2010 Load Transfer in Composite Construction (Chapter I of the 2010 AISC Specification) William P. Jacobs, V Stanley D. Lindsey & Associates Atlanta,

More information

STRUCTURE DESCRIPTION

STRUCTURE DESCRIPTION Telescopic Lightning Protection Mast Height = 24,85 m above floor Part No. 103 025 Type with flange plate Design acc. DIN 4131 wind zone III (equal to 32,0m/s in EN 1991-1-4) STANDARD USED GENERAL INFORMATION

More information

rhtre PAID U.S. POSTAGE Can't attend? Pass this on to a friend. Cleveland, Ohio Permit No. 799 First Class

rhtre PAID U.S. POSTAGE Can't attend? Pass this on to a friend. Cleveland, Ohio Permit No. 799 First Class rhtr irt Cl.S. POSTAG PAD Cllnd, Ohi Prmit. 799 Cn't ttnd? P thi n t frind. \ ; n l *di: >.8 >,5 G *' >(n n c. if9$9$.jj V G. r.t 0 H: u ) ' r x * H > x > i M

More information

Stress Transformation Equations: u = +135 (Fig. a) s x = 80 MPa s y = 0 t xy = 45 MPa. we obtain, cos u + t xy sin 2u. s x = s x + s y.

Stress Transformation Equations: u = +135 (Fig. a) s x = 80 MPa s y = 0 t xy = 45 MPa. we obtain, cos u + t xy sin 2u. s x = s x + s y. 014 Pearson Education, Inc., Upper Saddle River, NJ. All rights reserved. This material is protected under all copyright laws as they currently 9 7. Determine the normal stress and shear stress acting

More information

HUSTLER 7' & 8' POOL TABLE ASSEM BLY I NSTRUCTI ONS

HUSTLER 7' & 8' POOL TABLE ASSEM BLY I NSTRUCTI ONS HUSTLER 7' & 8' POOL TABLE ASSEM BLY I NSTRUCTI ONS NG2515PB/NG2520PB THANK Y OU! Th a n k yo u f o r p u r ch a si n g t h i s p r o d u ct. We w o r k a r o u n d t h e cl o ck a n d a r o u n d t h

More information

I n t e r n a t i o n a l E l e c t r o n i c J o u r n a l o f E l e m e n t a r y E.7 d u, c ai ts is ou n e, 1 V3 1o-2 l6, I n t h i s a r t

I n t e r n a t i o n a l E l e c t r o n i c J o u r n a l o f E l e m e n t a r y E.7 d u, c ai ts is ou n e, 1 V3 1o-2 l6, I n t h i s a r t I n t e r n a t i o n a l E l e c t r o n i c J o ue rlne am l e not fa r y E d u c a t i o n, 2 0 1 4, 1 37-2 ( 16 ). H o w R e a d i n g V o l u m e A f f e c t s b o t h R e a d i n g F l u e n c y

More information

Consensus with ISO EN Overview. Innovative by tradition.

Consensus with ISO EN Overview. Innovative by tradition. Innovative by tradition. Consensus with ISO 13849-1 EN Overview Mayser GmbH & Co. KG Örlinger Straße 1 3 89073 Ulm GERMANY Phone: +49 731 2061-0 Fax: +49 731 2061-222 E-mail: info.ulm@mayser.com Internet:

More information

2D - STRIP ANCHOR LIFTING SYSTEM

2D - STRIP ANCHOR LIFTING SYSTEM 2D - STRIP ANCHOR LIFTING SYSTEM WWW.TERWA.COM alterations reserved Feb-18 Page 1 PRODUCT RANGE LIFTING CLUTCHES AND TRANSPORT ANCHOR SA-B SA-ST SA-TTU SA-TTU 12.5 kn Page 15 Page 20 Page 23 Page 26 SA-TU-HP

More information

PLAY OFF 48" FOOSBALL TABLE ASSEM BLY I NSTRU CTI ONS

PLAY OFF 48 FOOSBALL TABLE ASSEM BLY I NSTRU CTI ONS PLAY OFF 48" FOOSBALL TABLE ASSEM BLY I NSTRU CTI ONS NG1031F THANK Y OU! Th a n k yo u f o r p u r ch a si n g t h i s p r o d u ct. We w o r k a r o u n d t h e cl o ck a n d a r o u n d t h e g l o

More information

For sunshades using the Zee blades wind loads are reduced by 10 psf.

For sunshades using the Zee blades wind loads are reduced by 10 psf. C.R. Laurence Co., Inc. 2503 East Vernon Los Angeles, CA 90058 24 July 2009 SUBJ: CR LAURENCE UNIVERSAL SUN SHADES The CRL Universal Aluminum Sun Shades were evaluated in accordance with the 2006 International

More information

Table A-I Fixed Base-Free Top (Triangular Load)-Ring Tension A-2. Table A-2 Fixed Base-Free Top (Triangular Load)-Moment A-2

Table A-I Fixed Base-Free Top (Triangular Load)-Ring Tension A-2. Table A-2 Fixed Base-Free Top (Triangular Load)-Moment A-2 Appendix Table A-I Fixed Base-Free Top (Triangular Load)-Ring Tension A-2 Table A-2 Fixed Base-Free Top (Triangular Load)-Moment A-2 Table A-3 Fixed Base-Free Top (Rectangular Load)-Ring Tension A-3 Table

More information

Observational Methods and

Observational Methods and Observational Methods and NATM System for Observational approach to tunnel design Eurocode 7 (EC7) includes the following remarks concerning an observational method. Four requirements shall all be made

More information

Use precise language and domain-specific vocabulary to inform about or explain the topic. CCSS.ELA-LITERACY.WHST D

Use precise language and domain-specific vocabulary to inform about or explain the topic. CCSS.ELA-LITERACY.WHST D Lesson eight What are characteristics of chemical reactions? Science Constructing Explanations, Engaging in Argument and Obtaining, Evaluating, and Communicating Information ENGLISH LANGUAGE ARTS Reading

More information

A concrete cylinder having a a diameter of of in. mm and elasticity. Stress and Strain: Stress and Strain: 0.

A concrete cylinder having a a diameter of of in. mm and elasticity. Stress and Strain: Stress and Strain: 0. 2011 earson Education, Inc., Upper Saddle River, NJ. ll rights reserved. This material is protected under all copyright laws as they currently 8 1. 3 1. concrete cylinder having a a diameter of of 6.00

More information

Future Self-Guides. E,.?, :0-..-.,0 Q., 5...q ',D5', 4,] 1-}., d-'.4.., _. ZoltAn Dbrnyei Introduction. u u rt 5,4) ,-,4, a. a aci,, u 4.

Future Self-Guides. E,.?, :0-..-.,0 Q., 5...q ',D5', 4,] 1-}., d-'.4.., _. ZoltAn Dbrnyei Introduction. u u rt 5,4) ,-,4, a. a aci,, u 4. te SelfGi ZltAn Dbnyei Intdtin ; ) Q) 4 t? ) t _ 4 73 y S _ E _ p p 4 t t 4) 1_ ::_ J 1 `i () L VI O I4 " " 1 D 4 L e Q) 1 k) QJ 7 j ZS _Le t 1 ej!2 i1 L 77 7 G (4) 4 6 t (1 ;7 bb F) t f; n (i M Q) 7S

More information

CRACK FORMATION AND CRACK PROPAGATION INTO THE COMPRESSION ZONE ON REINFORCED CONCRETE BEAM STRUCTURES

CRACK FORMATION AND CRACK PROPAGATION INTO THE COMPRESSION ZONE ON REINFORCED CONCRETE BEAM STRUCTURES S. Kakay et al. Int. J. Comp. Meth. and Exp. Meas. Vol. 5 No. (017) 116 14 CRACK FORMATION AND CRACK PROPAGATION INTO THE COMPRESSION ZONE ON REINFORCED CONCRETE BEAM STRUCTURES SAMDAR KAKAY DANIEL BÅRDSEN

More information

Z-Z DIM L #.010 THRU PLC NOT RELEASED FOR PRODUCTION VARIABLE DIMENSIONS SHOWN ON VIEW (SHEET 3 AND 4). DIM W

Z-Z DIM L #.010 THRU PLC NOT RELEASED FOR PRODUCTION VARIABLE DIMENSIONS SHOWN ON VIEW (SHEET 3 AND 4). DIM W 3 THIS RWING IS UNPULISHE. OPYRIGHT Y TYO ELETRONIS ORPORTION. RELESE FOR PULITION LL RIGHTS RESERVE. LO IST P LTR ESRIPTION TE WN PV REV PER ER1032 27MR11 IL SZ REV PER ER130038 MR13 ML SZ IM L #.0. 2

More information

333 Ravenswood Avenue

333 Ravenswood Avenue O AL i D wy Bl o S kw y y ph Rwoo S ho P ol D b y D Pk n i l Co Sn lo Aipo u i R D Wil low R h R M R O g n Ex py i A G z S S Mi lf O H n n iv Po D R A P g M ill y xpw CA Licn No 01856608 Ex p wy R 203

More information

Tie Bar Extension Measuring Chain

Tie Bar Extension Measuring Chain Force Tie Bar Extension Measuring Chain Type 9827A... for Clamped or Screwed Installation in Injection Molding Machines Tie bar ex ten sion meas ur ing chain con sist ing of a quartz longi tu di nal meas

More information

Ash Wednesday. First Introit thing. * Dómi- nos. di- di- nos, tú- ré- spi- Ps. ne. Dó- mi- Sál- vum. intra-vé-runt. Gló- ri-

Ash Wednesday. First Introit thing. * Dómi- nos. di- di- nos, tú- ré- spi- Ps. ne. Dó- mi- Sál- vum. intra-vé-runt. Gló- ri- sh Wdsdy 7 gn mult- tú- st Frst Intrt thng X-áud m. ns ní- m-sr-cór- Ps. -qu Ptr - m- Sál- vum m * usqu 1 d fc á-rum sp- m-sr-t- ó- num Gló- r- Fí- l- Sp-rí- : quó-n- m ntr-vé-runt á- n-mm c * m- quó-n-

More information

Telecommunications Pipe

Telecommunications Pipe Telecommunications Pipe About Poly Pipe Pty Ltd Located in the Hunter Valley, NSW, Australia, Poly Pipe Pty Ltd (Poly Pipe) has an ultra modern extrusion, high tech manufacturing facility. It supplies

More information

S E C T I O N 1 2 P R O D U C T S E L E C T I O N G U I D E - H E L I C A L S C R E W P I L E F O U N D A T I O N S

S E C T I O N 1 2 P R O D U C T S E L E C T I O N G U I D E - H E L I C A L S C R E W P I L E F O U N D A T I O N S 1. P R O D U C T S E L E C T I O N G U I D E - H E L I C A L S C R E W P I L E F O U N D A T I O N S Helical foundation pile includes a lead and extension(s). The lead section is made of a central steel

More information

TV Breakaway Fail-Safe Lanyard Release Plug Military (D38999/29 & D38999/30)

TV Breakaway Fail-Safe Lanyard Release Plug Military (D38999/29 & D38999/30) y il- y l l iliy (/9 & /0) O O O -..... 6.. O ix i l ll iz y o l yi oiio / 9. O / i --, i, i- oo. i lol il l li, oi ili i 6@0 z iiio i., o l y, 00 i ooio i oli i l li, 00 o x l y, 0@0 z iiio i.,. &. ll

More information

A through-bolt expansion wedge anchor with controlled torque, for use in non cracked concrete.

A through-bolt expansion wedge anchor with controlled torque, for use in non cracked concrete. A through-bolt expansion wedge anchor with controlled torque, for use in non cracked concrete. ETA assessed option 7 anchor. Stainless steel 316 (A4) grade, with 316 (A4) grade stainless steel expansion

More information

Water Closet Carrier System Anchor Pull-out Force Calculations

Water Closet Carrier System Anchor Pull-out Force Calculations The intent of this document is to display calculated pull-out forces applied to anchors that are embedded in concrete and utilized in the installation of Zurn floor-affixed water closet carrier systems.

More information

I N F O R M A T I O N A N D C O M M U N I C A T I O N S T E C H N O L O G Y C O U N C I L ( I C T C )

I N F O R M A T I O N A N D C O M M U N I C A T I O N S T E C H N O L O G Y C O U N C I L ( I C T C ) AUTONOMOUS VEHICLES AND THE FUTURE OF WORK IN CANADA GO R E S E A R C H B Y : I N F O R M A T I O N A N D C O M M U N I C A T I O N S T E C H N O L O G Y C O U N C I L ( I C T C ) F U N D I N G P R O V

More information

SWAGELOK BRISTOL SOPFAB SOPFAB04-AR-271A/B SAMPLE TO ANALYSER SURPLUS TUBE CUTBACK TO SUIT AIR IN CAL 1 FLARE CAL 2 STEAM IN AIR IN

SWAGELOK BRISTOL SOPFAB SOPFAB04-AR-271A/B SAMPLE TO ANALYSER SURPLUS TUBE CUTBACK TO SUIT AIR IN CAL 1 FLARE CAL 2 STEAM IN AIR IN 00 0 SMPL TO NLYSR LR STM IN SURPLUS TU UTK TO SUIT IR IN L L IR IN 0 n TYP. 0 00 STM ONNST ST LOOP ST LOOP SRUR RIN TR RIN RVISION ISTORY RV T SRIPTION PPROV V0 /0/0 INITIL RLS K RIN V0 0/0/0 UPT K RIN

More information

h : sh +i F J a n W i m +i F D eh, 1 ; 5 i A cl m i n i sh» si N «q a : 1? ek ser P t r \. e a & im a n alaa p ( M Scanned by CamScanner

h : sh +i F J a n W i m +i F D eh, 1 ; 5 i A cl m i n i sh» si N «q a : 1? ek ser P t r \. e a & im a n alaa p ( M Scanned by CamScanner m m i s t r * j i ega>x I Bi 5 n ì r s w «s m I L nk r n A F o n n l 5 o 5 i n l D eh 1 ; 5 i A cl m i n i sh» si N «q a : 1? { D v i H R o s c q \ l o o m ( t 9 8 6) im a n alaa p ( M n h k Em l A ma

More information

Trade Patterns, Production networks, and Trade and employment in the Asia-US region

Trade Patterns, Production networks, and Trade and employment in the Asia-US region Trade Patterns, Production networks, and Trade and employment in the Asia-U region atoshi Inomata Institute of Developing Economies ETRO Development of cross-national production linkages, 1985-2005 1985

More information

i.ea IE !e e sv?f 'il i+x3p \r= v * 5,?: S i- co i, ==:= SOrq) Xgs'iY # oo .9 9 PE * v E=S s->'d =ar4lq 5,n =.9 '{nl a':1 t F #l *r C\ t-e

i.ea IE !e e sv?f 'il i+x3p \r= v * 5,?: S i- co i, ==:= SOrq) Xgs'iY # oo .9 9 PE * v E=S s->'d =ar4lq 5,n =.9 '{nl a':1 t F #l *r C\ t-e fl ) 2 ;;:i c.l l) ( # =S >' 5 ^'R 1? l.y i.i.9 9 P * v ,>f { e e v? 'il v * 5,?: S 'V i: :i (g Y 1,Y iv cg G J :< >,c Z^ /^ c..l Cl i l 1 3 11 5 (' \ h 9 J :'i g > _ ^ j, \= f{ '{l #l * C\? 0l = 5,

More information

Serviceability Deflection calculation

Serviceability Deflection calculation Chp-6:Lecture Goals Serviceability Deflection calculation Deflection example Structural Design Profession is concerned with: Limit States Philosophy: Strength Limit State (safety-fracture, fatigue, overturning

More information

Gen ova/ Pavi a/ Ro ma Ti m i ng Count er st at Sep t. 2004

Gen ova/ Pavi a/ Ro ma Ti m i ng Count er st at Sep t. 2004 Ti m i ng Count er st at us @ Sep t. 2004 1 Ti m i n g Cou n t er act i vi t i es Ti m i n g r esol u t i on : 100 p s FWHM h ave b een ach i eved. PM s ch ar act er ised i n t h e COBRA m ag n et f or

More information

Cartridge Valves Technical Information. Quick reference

Cartridge Valves Technical Information. Quick reference Quick reference Contents CPF0... 8. CP600-5... 8. CP60-5... 8. 066 handle kit... 8.5 MP06... 8.6 MP... 8.6 X05-FD0 Traction manifold... 8.9 X05-FD6 Traction manifold... 8.0 X05-FD0 Traction manifold...

More information

Pressure Measurement. Transmitters for basic requirements SITRANS P MPS (submersible sensor) Transmitter for hydrostatic level 2/27

Pressure Measurement. Transmitters for basic requirements SITRANS P MPS (submersible sensor) Transmitter for hydrostatic level 2/27 Overview Siemens AG 011 Function s are for measuring the liquid levels in wells, tanks, channels and dams. Diaphragm p Sensor U const. U + (brown) I EM I -1 (blue) 0, U B s are submersible sensors for

More information

fl W12111 L5N

fl W12111 L5N fl 41@ W1111 471,1516In15 o (1@ ) Imn5o td&& -miet9cqi c, 1119- bdo&-).6)./ 'MI 9 tg&&d L5N li@wymut4lp51:nfrthnnhiict46n-m'imilimlingnywimtpuctvuivi iru o cinuniulviu 1:411.,IJJIMg11.7f1Y91 11?ITri nct

More information

1 Spread footing: Pole_7 Number: 1

1 Spread footing: Pole_7 Number: 1 1 Spread footing: Pole_7 Number: 1 1.1 Basic data 1.1.1 Assumptions Geotechnic calculations according to : EN 1997-1:2008 Concrete calculations according to : EN 1992-1-1/BFS 2011:10 EKS8 Shape selection

More information

QUAKE BRAKE TM MODEL QBC-12 SEISMIC SWAY BRACING KIT FEATURING

QUAKE BRAKE TM MODEL QBC-12 SEISMIC SWAY BRACING KIT FEATURING QUAKE BRAKE TM MODEL QBC-12 SEISMIC SWAY BRACING KIT FEATURING The QUAKE BRAKE TM Seismic Dampening Device. The QUAKE BRAKE TM was Certified NEBS Level 3 Zone Compliant after being tested in accordance

More information

c. What is the average rate of change of f on the interval [, ]? Answer: d. What is a local minimum value of f? Answer: 5 e. On what interval(s) is f

c. What is the average rate of change of f on the interval [, ]? Answer: d. What is a local minimum value of f? Answer: 5 e. On what interval(s) is f Essential Skills Chapter f ( x + h) f ( x ). Simplifying the difference quotient Section. h f ( x + h) f ( x ) Example: For f ( x) = 4x 4 x, find and simplify completely. h Answer: 4 8x 4 h. Finding the

More information

[1] [1] C7 10nF. C4 10nF SCL [2] SDA [2] CS_SD PWR_PRSNT [4] INT_BTN0 [2] INT_BTN1 [2] LOADER_EN [4] [1] TXLED [1] J11 [1] RST +3V3 RST

[1] [1] C7 10nF. C4 10nF SCL [2] SDA [2] CS_SD PWR_PRSNT [4] INT_BTN0 [2] INT_BTN1 [2] LOADER_EN [4] [1] TXLED [1] J11 [1] RST +3V3 RST 0 [] [] [] [] [] [] [] [] [] [] [] [] MOSI MISO SK 0 H H N_MS TMS RX TX SL J P_MOSI P_MISO P_SK P_ P_IO0 P_IO P_IO P_ P_ 0 P0_GN P_NT P_GN/NT P_RXL/SS P_TXL P_IO P_(SL) P_(S) P_ P_0 0 P0_ P_ P_IO P_R+

More information

Product Type: DC Stock: Stock Description: 1/3HP.1750RPM.MSS56C.TEFC.90V.CONT.40C.1.0SF.RIGID C.DC NEMA.C42D17FK4C.

Product Type: DC Stock: Stock Description: 1/3HP.1750RPM.MSS56C.TEFC.90V.CONT.40C.1.0SF.RIGID C.DC NEMA.C42D17FK4C. Catalog # : 098004.00 Model: C42D17FK4 Product Type: DC Stock: Stock Description: 1/3HP.1750RPM.MSS56C.TEFC.90V.CONT.40C.1.0SF.RIGID C.DC NEMA.C42D17FK4C Quote: Price: Date: 05/18/2016 Catalog # : 098004.00

More information

Balcony balustrades using the SG12 laminated glass system: PAGE 1 (SG12FF010717) Structural Calculations for SG12 System balustrades using 21.5mm laminated toughened glass without the need for a handrail

More information

Hilti North America Installation Technical Manual Technical Data MI System Version

Hilti North America Installation Technical Manual Technical Data MI System Version MIC-SA-MAH 174671 Hilti North America Installation Technical Manual Technical Data MI System Version 1. 08.017 Terms of common cooperation / Legal disclaimer The product technical data published in these

More information

~,. :'lr. H ~ j. l' ", ...,~l. 0 '" ~ bl '!; 1'1. :<! f'~.., I,," r: t,... r':l G. t r,. 1'1 [<, ."" f'" 1n. t.1 ~- n I'>' 1:1 , I. <1 ~'..

~,. :'lr. H ~ j. l' , ...,~l. 0 ' ~ bl '!; 1'1. :<! f'~.., I,, r: t,... r':l G. t r,. 1'1 [<, . f' 1n. t.1 ~- n I'>' 1:1 , I. <1 ~'.. ,, 'l t (.) :;,/.I I n ri' ' r l ' rt ( n :' (I : d! n t, :?rj I),.. fl.),. f!..,,., til, ID f-i... j I. 't' r' t II!:t () (l r El,, (fl lj J4 ([) f., () :. -,,.,.I :i l:'!, :I J.A.. t,.. p, - ' I I I

More information

shhgs@wgqqh.com chinapub 2002 7 Bruc Eckl 1000 7 Bruc Eckl 1000 Th gnsis of th computr rvolution was in a machin. Th gnsis of our programming languags thus tnds to look lik that Bruc machin. 10 7 www.wgqqh.com/shhgs/tij.html

More information

I-1. rei. o & A ;l{ o v(l) o t. e 6rf, \o. afl. 6rt {'il l'i. S o S S. l"l. \o a S lrh S \ S s l'l {a ra \o r' tn $ ra S \ S SG{ $ao. \ S l"l. \ (?

I-1. rei. o & A ;l{ o v(l) o t. e 6rf, \o. afl. 6rt {'il l'i. S o S S. ll. \o a S lrh S \ S s l'l {a ra \o r' tn $ ra S \ S SG{ $ao. \ S ll. \ (? >. 1! = * l >'r : ^, : - fr). ;1,!/!i ;(?= f: r*. fl J :!= J; J- >. Vf i - ) CJ ) ṯ,- ( r k : ( l i ( l 9 ) ( ;l fr i) rf,? l i =r, [l CB i.l.!.) -i l.l l.!. * (.1 (..i -.1.! r ).!,l l.r l ( i b i i '9,

More information

Lecture-04 Design of RC Members for Shear and Torsion

Lecture-04 Design of RC Members for Shear and Torsion Lecture-04 Design of RC Members for Shear and Torsion By: Prof. Dr. Qaisar Ali Civil Engineering Department UET Peshawar drqaisarali@uetpeshawar.edu.pk www.drqaisarali.com 1 Topics Addressed Design of

More information

Why are We Here? AASHTO LRFD Bridge Design Specifications Metal Pipe Section 12.7 Concrete Pipe Section Plastic Pipe Section 12.12

Why are We Here? AASHTO LRFD Bridge Design Specifications Metal Pipe Section 12.7 Concrete Pipe Section Plastic Pipe Section 12.12 Direct Design and Indirect Design of Concrete Pipe Part 1 Josh Beakley March 2011 Why are We Here? AASHTO LRFD Bridge Design Specifications Metal Pipe Section 12.7 Concrete Pipe Section 12.10 Plastic Pipe

More information

Miniature Ball Splines

Miniature Ball Splines Miniature Ball Splines Miniature Ball Splines provide you with the following: Compact and cost effective solutions for applications that require linear motion with anti-rotation. The ability to preload

More information

Sabah Shawkat Cabinet of Structural Engineering Walls carrying vertical loads should be designed as columns. Basically walls are designed in

Sabah Shawkat Cabinet of Structural Engineering Walls carrying vertical loads should be designed as columns. Basically walls are designed in Sabah Shawkat Cabinet of Structural Engineering 17 3.6 Shear walls Walls carrying vertical loads should be designed as columns. Basically walls are designed in the same manner as columns, but there are

More information

Technical information CONCRETE / SOLID STONE. Reaction resin mortar, epoxy-acrylate-based with styrene USAGE INSTRUCTIONS

Technical information CONCRETE / SOLID STONE. Reaction resin mortar, epoxy-acrylate-based with styrene USAGE INSTRUCTIONS CONCRETE / SOLID STONE USAGE 1. AREAS OF APPLICATION Heavy load-carrying attachments in solid stone, concrete, porous concrete and light concrete Suitable for attachment points close to the edge, since

More information

EMB-A4 9,0 KG

EMB-A4 9,0 KG DDY / DDY MXI 06> VS 80 07 (00.53) REP REFERENE MSSE N T 48 00.548,93 49 00.549,93 50 00.550 0,8 5 00.55 0,8 E 33,47 OUHON.00.53 60 00.53-EM-4 00.53-L08-3 00.53-TR 00.53-RP INSTRUTION-RV4-50 48 49 5 E

More information

ISWA/ISPWA SPLASH-PROOF SINGLE-AXIS ROBOT.

ISWA/ISPWA SPLASH-PROOF SINGLE-AXIS ROBOT. ISW/ISPW SPLSH-PROO SINGL-XIS ROOT www.intelligentactuator.com irst in the industry! The lineup of splash-proof sliders has been extended. You can now choose a splash-proof actuator of desired size to

More information

Absolute encoders multiturn

Absolute encoders multiturn elektronischer electronic multiturn, Multiturn, magnetic magnetisch Sendix M66 / M68 (shaft / hollow shaft) The Sendix M6 with Energy Harvesting Technology is an electronic multiturn encoder in miniature

More information

TAIL LENGTH # TYP.087 TYP.087 TYP.084 TYP LP CONFIGURATION TAIL DIMENSIONS

TAIL LENGTH # TYP.087 TYP.087 TYP.084 TYP LP CONFIGURATION TAIL DIMENSIONS 3 THIS RWING IS UNPULISHE. OPYRIGHT Y RELESE FOR PULITION LL RIGHTS RESERVE. LO IST P LTR ESRIPTION TE WN PV E NEW SH NUMER MY13 Z SZ E E NEW SH NUMER 22 2FE1 Z SZ E1 NEW SH NUMER 23 MR1 Z SZ E2 REV PER

More information

STANDARDIZATION OF BLENDED NECTAR USING BANANA PSEUDOSTEM SAP AND MANGO PULP SANTOSH VIJAYBHAI PATEL

STANDARDIZATION OF BLENDED NECTAR USING BANANA PSEUDOSTEM SAP AND MANGO PULP SANTOSH VIJAYBHAI PATEL STANDARDIZATION OF BLENDED NECTAR USING BANANA PSEUDOSTEM SAP AND MANGO PULP BY SANTOSH VIJAYBHAI PATEL B.Sc. (Hons.) Horticulture DEPARTMENT OF POST HARVEST TECHNOLOGY ASPEE COLLEGE OF HORTICULTURE AND

More information

Review of the Master SN Neuber Rule in the ASME Division 2 Rewrite Project

Review of the Master SN Neuber Rule in the ASME Division 2 Rewrite Project Review of the Master SN Neuber Rule in the ASME Division 2 Rewrite Project ASME BPVC Code Week Atlanta, GA February 2007 Chris Hinnant Paulin Research Group Houston, TX Table of Contents 1.0 Introduction

More information

FICH~:s lciithyo\l~~trio~es.

FICH~:s lciithyo\l~~trio~es. PB FCNyM UNLP T g vg wk b b y y g b y F wk v b m b v gz w my y m g E bv b g y v q y q q ó y P mv gz y b v m q m mó g FCH CTHYOTROES P W P -C b } k < HP- qe q< - - < - m T

More information

BACKFLOW PREVENTER ENCLOSURES EXPANDED METAL

BACKFLOW PREVENTER ENCLOSURES EXPANDED METAL BACKFLOW PREVENTER ENCLOSURES EXPANDED METAL LBF-56 12 W X 24 L X 18 H 3/4 LBF-60 12 W X 24 L X 24 H 3/4 LBF-71 12 W X 30 L X 24 H 1-1 1/4 LBF-86 18 W X 30 L X 30 H 1-1 1/4 LBF-99 18 W X 42 L X 30 H 1

More information

Form and content. Iowa Research Online. University of Iowa. Ann A Rahim Khan University of Iowa. Theses and Dissertations

Form and content. Iowa Research Online. University of Iowa. Ann A Rahim Khan University of Iowa. Theses and Dissertations University of Iowa Iowa Research Online Theses and Dissertations 1979 Form and content Ann A Rahim Khan University of Iowa Posted with permission of the author. This thesis is available at Iowa Research

More information

APPH 4200 Physics of Fluids

APPH 4200 Physics of Fluids APPH 4200 Physics of Fluids Rotating Fluid Flow October 6, 2011 1.!! Hydrostatics of a Rotating Water Bucket (again) 2.! Bath Tub Vortex 3.! Ch. 5: Problem Solving 1 Key Definitions & Concepts Ω U Cylindrical

More information

Design of a Multi-Storied RC Building

Design of a Multi-Storied RC Building Design of a Multi-Storied RC Building 16 14 14 3 C 1 B 1 C 2 B 2 C 3 B 3 C 4 13 B 15 (S 1 ) B 16 (S 2 ) B 17 (S 3 ) B 18 7 B 4 B 5 B 6 B 7 C 5 C 6 C 7 C 8 C 9 7 B 20 B 22 14 B 19 (S 4 ) C 10 C 11 B 23

More information