TRAFF IC EDGE OF SHOULDER~ u I- 69' -5" MI N. 62' -9" -- ~- , 0 ro m D D D D D D D D D D D D D D D

Size: px
Start display at page:

Download "TRAFF IC EDGE OF SHOULDER~ u I- 69' -5" MI N. 62' -9" -- ~- , 0 ro m D D D D D D D D D D D D D D D"

Transcription

1 u <l:l ' / v rm ++'< : SLOPE EDGE OF TRAVELED AY SEE DETAL A 2 OF 7 A. TRAFF C EDGE OF SHOLDER 69' 5" M. 62' 9" lb B B B D D D D D D D D D D D D D D D B OBSTACLES B B B B B D D D A D D A D D. D A D D D A B 2' M EDGE OF SHOLDER L r B B B 8 2' M : SLOPE u <l:l ' r m et:: <: > <: L <l TRAFFC EDGE OF TRAVELED AY PER AT ( OF MEDA PLA E GEERAL OTES: _rs:h''o"':l:d:.:e:r'''':.::d''t':h ' > <: et:: CJ et:: ' ::::J CJ TYPE E GARDRAL SHOLDER SLOPẸ. MEDA DTH VARES 27" M. " i lor'" MEDA AD OBSTACLE 27" M. TYPE GARDRAL POST (TYP) SHOLDER E GARDRAL DTH <: 3: et:: ' ' ::::J > <: et:: l SHOLDER SLOPE. CJ CJ OOD POSTS AD OOD BLOCKS MAY BE SED O TYPE E GARDRAL. THE BOSE GARDRAL PAY TEM CLDES THE STRCTRE BETEE POST AD THE OSE. THE REMAG GARDRAL BE PAD FOR AS STADARD GARDRAL TEMS. STABLE DRAAGE MST BE PROVDED HE MEDA GRADG MPEDES ORMAL FLO. MSSOR HGHAYS AD TRASPORTATO COMMSSO 5 EST CAPTOL JEFFERSO CTY. MO 652 MEDA PER PROTECTO BOSE GARDRAL SYSTEM SECTO AA DATE EFFECTVE: 8//22 DATE PREPARED: 7/27/22 66.F O. OF 9

2 RAL # BET AD SLOTTED SX t" DA BOLT CABLE CLPS SPACED OT O OSE. HOLD CABLE TO BACKSDE OF THE RA L. R 5' 2" OSE CABLE TH SAGED ED BTTOS R 5'" OSE CABLE ACHOR PLATE (BACKSDE OF SPLCE) 3<'7" 37 L" RA L #2 BET AD SLOTTED RA L #3 SLOTTED (J) DETAL A (TYP. ) BEG STADARD THRE BEAM COSTRCTO (SEE CROSSSECTO BELO) RAL #< 2'6" 2 GAGE THREBEAM GARDRAL SECTOS (TYP.) BREAKAAY TERMAL POST SLEEVE BEARG PLATE BREAKAAY TERMAL POST SLEEVE t" BOL T:. CABLE CLP SLOTTED RAL O. OSE CABLE BOLT CABLE CLP DETAL <l f' BOLT TH T AD TO ASHERS c ll. ". c [>2" ;;' ;:'a 4 ;:'a DA. () r. "' "' 3" "4 DA. "' "' "' ;;' 4) ) ) ;'a ;:'" POST DETAL t OJ 5" ::::J 37 BOLT «'a " ::::J (J) l.l OJ ::::J 5" l e A37 BOLT «"' l) ::::J e l.l " ';;" l) " D l f) THRE BEAM BCT POST TH 96" FODATO TBE POST ēn l f) c D THRE BEAM BCT POST TH 72" FODATO TBE AD <" TAPERED BLOCK POST 2 THRE BEAM CRT POST 78" LOG TH 4" BLOCK AD 4" TAPERED BLOCK POSTS THRE BEAM POST 78" LOG TH 4" BLOCK POSTS 9 AD GEERAL OTE: RALS MBERS AD < ARE TYPE E GARDRAL. RAL MBER < S A STADARD THRE BEAM. OT SLOTTED. MSSOR HGHAYS AD TRASPORTATO COMMSSO 5 EST CAPTOL JEFFERSO CTY. MO 652 POST DETALS MEDA PER PROTECTO BOSE GARDRAL SYSTEM DATE EFFECTVE: 8//22 DATE PREPARED: F O. 2 OF 9

3 OSE REFORCG CABLE DETAL DETAL B B OSE CABLE ACHOR PLATE OSE REFORCG CABLE t A r : / CABLE ACHOR ASSEMBLY PLA OSE CABLE ACHOR PLATE / SAGED CABLE STADARD CABLE ACHOR PLATE /ETALA t:rl m c SECTO AA CABLE ED PLATE ::l!!l liiil [J;a!!'!); LA POST POST 2 POST 3 > c ELEVATO CABLE ACHOR ASSEMBLY r DA. HOLES (TYP.) " STEEL ACHOR PLATE " HEX T AD ASHER CABLE ASSEMBLY CABLE ED PLATE MSSOR HGHAYS AD TRASPORTATO COMMSSO 5 EST CAPTOL JEFFERSO CTY. MO 652 " R 2 / 4 / 4" '4" 4" 2" MEDA PER PROTECTO BOSE GARDRAL SYSTEM CABLE ACHOR ED VE DETAL A DATE EFFECTVE: 8//22 DATE PREPARED: F O. 3 OF 9

4 f ẓ. 8/ r DA. J V r DA. 5/ 8/ / D A../V 8/ 3/ 4 6/ ;'< c DA../ / f <l f r3/ DA. f++$i" A. _ POSTS 2 THROGH 8 STADARD BLOCKS 8/ 6/ BLOCKS FOR POSTS 9 AD STADARD BLOCKS f f c r r 3 t" D A '++J THRE BEAM ACHOR POSTS TAPERED BLOCK THRE BEAM CRT POSTS Y MSSOR HGHAYS AD TRASPORTATO M DOT COMMSSO 5 EST CAPTOL JEFFERSO CTY. MO 652 MEDA PER PROTECTO BOSE GARDRAL SYSTEM POST AD BLOCKS DATE EFFECTVE: 8//22 DATE PREPARED: F O. 4 OF 9

5 e::> c::::::> i" c::::> 9 5" e::>' "'" 6" i" 9" 2 3" d 9" SPLCE OVERLAP LE r DA TYPCAL 2'6" 26 " RAL SECTO (OSE SECTO) 2.a" 9" 2 3" d 9" 9 5" e::> e::> 'e::> e::> c::::> <l c::::> e::> e::>' "'" "' 'f "' 'f 'e::> e::> : ' t" DA TYPCAL 2'" SPLCE OVERLAP LE (TAGET SECTO '6" (SHOP BED TO 34'2" RADS) FOR 3: OR ''':c::'''''' F LATTER TAPERS) 6'3" (SHOP BED TO 34'2 RADS) 6'3" (TAGET SECTO FOR 6: TO 3: TAPERS) 2'6" (TAGET SECTO FOR 3.6: TO 6: TAPERS) RAL SECTO 2 "" " " Ot" " 2." Ot" " " 2." " O{" e::> Of Of! e::>' c::p e "'" i MSSOR HGHAYS AD TRASPORTATO COMMSSO 5 EST CAPTOL JEFFERSO CTY. MO 652 SPLCE OVERLAP LE r DA TYPCAL RAL 2'6" SECTO 3 MEDA DATE EFFECTVE: 8//22 DATE PREPARED: PER PROTECTO BOSE GARDRAL SYSTEM RAL SECTO. 2 AD 3 66.F O. 5 OF 9

6 Q a i Q a <;T :: e <l e e e 5 i6 2/! /"! ' Y+ " X SLOT STEEL PLATE. A36 2 i" x 5" x a" ( ) STD. THREADED ET RE LEGTH. 6' 6/ Q 7/ 5 t/l 3/ "4 DA. ( 6 x 9 ) 3" " 3" GALVAED CABLE "8 6 "8 <![.m//4f'? ///.';:QimmmmlJ!lH. ;::; _ STADARD SAGED _ FLAT ASHER FTTG AD STD () LOCK ASHER / HEX T DETAL OF CABLE ASSEMBLY 7/ _ / STEEL PLATE 8/ DETAL OF STEEL BEARG PLATE MSSOR HGHAYS AD TRASPORTATO COMMSSO 5 EST CAPTOL JEFFERSO CTY. MO 652 MEDA DATE EFFECTVE: 8//22 DATE PREPARED: 7/27/22 PER PROTECTO BOSE GARDRALS SYSTEM PLATES AD CABLE ASSEMBLY 66.F O. 6 OF 9

7 2./ 4'4 CABLE LEGTH 3' 2 " <l 62 u RAD S TOP E. RA L # ED SECTO CLD TFF u BTTO S49 SE O. 2 SB 2f' STOCK O FOR i DA (6 x 25) RE ROPE (OR AY SMLARLY SED SAGEGRP BTTO FERRLES) ED SECTD RADS TOP VE. RAL #2 / 2' 6. u 2 GAGE TYPCAL THRE BEAM SECTO c::::l c::::l c::::l c::::l c::::l c::::l ED SECTO MSSOR HGHAYS AD TRASPORTATO COMMSSO 5 EST CAPTOL JEFFERSO CTY. MO 652 2'6 u FROT VE (BET) DATE DATE EFFECTVE: PREPARED: MEDA PER PROTECTO BOSE GARDRAL SYSTEM THRE BEAM AD CABLE LEGTH 8/ F O. 7 OF 9

8 SHOLDER MEDA DTH LESS THA 5' SHOLDER 3 ndth D:: ndth ::;: D:: 3 ' g cj g is MED A t'5 5 t'5 i7i [/ED TERMAL (2) 8 8 r:::j_::::::_::::_sh::::l D::E:.RSLPE!V_ Sf:iHLlJ.DER:SLPE_.:::_:::_.c; [D_:c::: <l SECTO CC AREA OF MEDA F (SEE SECTO CC) EDGE OF SHOLDER c EDGE OF SHOLDER r/2'. O ' X. O ' X EDGE OF SHOLDER /: M. c LMTS OF ED TERMAL (2) 5' M. 2' M. TYP. fjares LMTS OF ED () TYP. * 5: OR FLATTER TERM;AL (2) L;rraF'TffrTrTFTy;Fi ;FcT'TST'LOP;:.E (TYP.)J ( ) T P. 5 M. FT' 7' " TYPE E GARDRAL (TYP.) '' f ' :T.: / 3 T 2 : ill r V////////////////// " " " "YP i MEDA OBSTACLE :. O ' X. O ' X EDGE OF SHOLDER () TYPE E GARDRAL 2'5 u LEGTH AD FACTORY FORMED TO THE REQRED RADS. (2) PAYMET FOR THE ED TERMAL BE COSDERED F COMPESATO FOR AY TRASTO SECTOS. BACKP ASSEMBLES. OR OTHER TEMS ECESSARY FOR PROPER STAATO AS REQRED BY THE MAFACTRER. * VARY SLOPE O STEEPER THA 5: TO TLE A F 2.5' LEGTH OF GARDRAL HE ATTACHG TO THE CRASH ORTHY ED TERMAL. GEERAL OTES: TYPE B CRASHRTHY ED TERMAL SHA BE LATEST VERSO AD SHA BE STAED ACCORDG TO MAFACTRER'S RECOMEDATOS. MSSOR HGHAYS AD TRASPORTATO COMMSSO 5 EST CAPTOL JEFFERSO CTY. MO 652 TYPE E MEDA PER PROTECTO MEDA LESS THA 6' DATE EFFECTVE: 8//22 DATE PREPARED: F O. 8 OF 9

9 u.j 4 4 l <l 2 2 V 4 '/. 4 l LnO 2 l 2' M. Lnlf) / / _' {i}e:::::l::::tl:::::il:;' EDGE OF TRAVELED AY EDGE OF SHOLDER TRAFFC A. EDGE OF SHOLDER EDGE OF TRAVELED AY TRAFF C LMTS OF TYPE E GARDRAL 5' FOR (2). BEGG OF 37'6" 6'3' 37.5' 2.5' l LEGTH OF EED ( AT THRD POST rrjoll l MEDA AD. V_A_R_E_S_ll OBSTACLES TRASTO DETAL A.'_3".'3 J.: " SECTD ;''' f'f:t.:rt'".:t;' ::L'iS".;./.4 :::::'r:::::::::' ::r!:;:;' FfL%Fh (2) 25 L'3j TPE E l / _.: 5 ''3' "'ED?' MT. f / "'4 R "' _ GARDRAL OBSTACLES ' 3 SECTO "'" 37'6" (). e ED.V7" /' :;6': ". ''''4 2.5' 37.5' BEGG OF /' u Ln ACHOR LEGTH OF EED.l 5' FOR (2) 6'3' LMTS OF TYPE E GARDRAL AT THRD POST _ Lnlf).J V.J.J :: f Cl V _L CO V.J V PER AT OF MEDA () TYPE E GARDRAL THS REGO SHA BE 2'6" LEGTH AD FACTORY FORMED TO A 75' RADS. SHOLDER DTH 3: ClO >4 DO l ::::J ClO O lf) l AD MEDA OBSTACLE 2' M. 6' MEDA DTH Tr SECTO AA 2' M. GARDRAL POST (TYP.) SHOLDER DTH '3' 3 '".3'. 3'H' '!l POSTS TRASTO SECT O TYPE " L::;:;::::::;irl E (2) TYPE A OFLARED CRASHORTHY ED TREATMET. GEERAL OTES: OOD POSTS AD OOD BLOCKS MAY BE SED O TYPE E GARDRAL. ED ACHOR SECTO TO BE SED O TERMAL ED OF TYPE E GARDRAL. ED ACHOR TO BE LOCATED EYOD THE LOGTDAL LMTS OF TYPE A OFLARED CRASH ORTHY ED TERMAL. TYPE A OFLARED CRASHORTHY ED TERMAL SHA BE THE LATEST VERSO AD SHA BE STAED ACCORDG TO MAFACTRER'S RECOMMEDATOS. MSSOR HGHAYS AD TRASPORTATO COMMSSO 5 EST CAPTOL JEFFERSO CTY. MO 652 TYPE E MEDA PER PROTECTO DETAL A 6' MEDA OR GREATER DATE EFFECTVE: 8//22 DATE PREPARED: F O. 9 OF 9

Guardrail and accessories catalog

Guardrail and accessories catalog Table of contents Steel beam guardrails Guardrail end sections for speeds LESS than 0 km/h End section anchor system for speeds LESS than 0 km/h Flared guardrail end terminals for speeds HIGHER than 0

More information

Case Study in Steel adapted from Structural Design Guide, Hoffman, Gouwens, Gustafson & Rice., 2 nd ed.

Case Study in Steel adapted from Structural Design Guide, Hoffman, Gouwens, Gustafson & Rice., 2 nd ed. Case Std i Steel adapted from Strctral Desig Gide, Hoffma, Gowes, Gstafso & Rice., d ed. Bildig descriptio The bildig is a oe-stor steel strctre, tpical of a office bildig. The figre shows that it has

More information

FAST CHECK THICKNESS GAGE

FAST CHECK THICKNESS GAGE FAST CHECK THICKNESS GAGE Recommended for quick thickness checks of flat sheet materials and wide variety of small parts. Supplied with hardened steel gaging contacts, lifting levers, and clockwise continuous

More information

2.28 The Wall Street Journal is probably referring to the average number of cubes used per glass measured for some population that they have chosen.

2.28 The Wall Street Journal is probably referring to the average number of cubes used per glass measured for some population that they have chosen. .5 x 54.5 a. x 7. 786 7 b. The raked observatos are: 7.4, 7.5, 7.7, 7.8, 7.9, 8.0, 8.. Sce the sample sze 7 s odd, the meda s the (+)/ 4 th raked observato, or meda 7.8 c. The cosumer would more lkely

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

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

MATHEMATICS: PAPER III (LO 3 AND LO 4) PLEASE READ THE FOLLOWING INSTRUCTIONS CAREFULLY

MATHEMATICS: PAPER III (LO 3 AND LO 4) PLEASE READ THE FOLLOWING INSTRUCTIONS CAREFULLY NATIONAL SENIOR CERTIFICATE EXAMINATION EXEMPLAR 008 MATHEMATICS: PAPER III (LO 3 AND LO 4) Time: 3 hours 100 marks PLEASE READ THE FOLLOWING INSTRUCTIONS CAREFULLY 1. This questio paper cosists of 16

More information

i;\-'i frz q > R>? >tr E*+ [S I z> N g> F 'x sa :r> >,9 T F >= = = I Y E H H>tr iir- g-i I * s I!,i --' - = a trx - H tnz rqx o >.F g< s Ire tr () -s

i;\-'i frz q > R>? >tr E*+ [S I z> N g> F 'x sa :r> >,9 T F >= = = I Y E H H>tr iir- g-i I * s I!,i --' - = a trx - H tnz rqx o >.F g< s Ire tr () -s 5 C /? >9 T > ; '. ; J ' ' J. \ ;\' \.> ). L; c\ u ( (J ) \ 1 ) : C ) (... >\ > 9 e!) T C). '1!\ /_ \ '\ ' > 9 C > 9.' \( T Z > 9 > 5 P + 9 9 ) :> : + (. \ z : ) z cf C : u 9 ( :!z! Z c (! $ f 1 :.1 f.

More information

"ll,' I. \~', l LI\) ',,I "~ ~ PROP.OSED -,.J PROJECT'', FIGURE 1 Proposed Project Location and Vicinity Map Tolsona Exploration Project

ll,' I. \~', l LI\) ',,I ~ ~ PROP.OSED -,.J PROJECT'', FIGURE 1 Proposed Project Location and Vicinity Map Tolsona Exploration Project 5 a Vicinity Map Legend \~', l L\) ',, "~ ~ ~ ' ~~," 13. ' o ~ PROP.OSED -,.J PROJECT'', ~ Tolsona Well Pad e Mile Post (MP) -- Tolsona Access Route - Glenn Highay c:j Survey Boundary 1 - _ -_ PLS Section

More information

R C o n t r o l l e d D o o r C l o s e r

R C o n t r o l l e d D o o r C l o s e r R 1 0 0 C o n t r o l l e d D o o r C l o s e r BO DY HOLES FOR ALLEN KEY LINK ROD A DJUSTER WITH DUST CAP Samuel Heath closing speed power latching action LOCKING SCREW PO WER LATCHING ACTIO N A DJUSTER

More information

INSTALLATION INSTRUCTIONS ATV SNOW PLOW Mounting Kit: PN Application: HONDA MODELS: 450S AND 450ES

INSTALLATION INSTRUCTIONS ATV SNOW PLOW Mounting Kit: PN Application: HONDA MODELS: 450S AND 450ES INSTALLATION INSTRUCTIONS ATV SNOW PLOW Mounting Kit: PN 37852 Application: HONDA MODELS: 450S AND 450ES Your safety, and the safety of others, is very important. To help you make informed decisions about

More information

HT600 Dat e Code: 2 - HT MW Purchase Date: PLEASE RETAIN THIS INSTRUCTION MANUAL FOR FUTURE REFERENCE. All Rights Reserved

HT600 Dat e Code: 2 - HT MW Purchase Date: PLEASE RETAIN THIS INSTRUCTION MANUAL FOR FUTURE REFERENCE. All Rights Reserved We strive to ensure that our products are of the highest quality and free of manufacturing defects or missing parts. However, if you have any problems with your new product, D O NOT RETURN IT TO THE STORE,

More information

DRAWING ISO 200 REV. "R" TYP TYP SLOT OPTIONAL .130 TYP KNURL STYLE - MFG. OPTION

DRAWING ISO 200 REV. R TYP TYP SLOT OPTIONAL .130 TYP KNURL STYLE - MFG. OPTION .500 SHELL I.D. 0.39.135 F T TOP ENTRY H J K SLOT OPTIONAL E END ENTRY G.062.062 0.49 P.130 KNURL STYLE - MFG. OPTION R S M DIMENSIONS PART # P N CABLE ENTRY ISO - 100 0.36 0.37 02 THRU 33 ISO - 200 0.57

More information

Continuous Distributions

Continuous Distributions 7//3 Cotuous Dstrbutos Radom Varables of the Cotuous Type Desty Curve Percet Desty fucto, f (x) A smooth curve that ft the dstrbuto 3 4 5 6 7 8 9 Test scores Desty Curve Percet Probablty Desty Fucto, f

More information

CF (Conflat Flange) Fittings - Adapters. (505)

CF (Conflat Flange) Fittings - Adapters.  (505) F (onflat ) 1 Fittings - dapters www.idealvac.com (505)72-0037 1 Vacuum Fittings - dapters - olt Kits F - onflat F onflat flanges (F) are used for ultra- Vin elasmer gaskets can be used over and over but

More information

f f... f 1 n n (ii) Median : It is the value of the middle-most observation(s).

f f... f 1 n n (ii) Median : It is the value of the middle-most observation(s). CHAPTER STATISTICS Pots to Remember :. Facts or fgures, collected wth a defte pupose, are called Data.. Statstcs s the area of study dealg wth the collecto, presetato, aalyss ad terpretato of data.. The

More information

STATISTICAL PROPERTIES OF LEAST SQUARES ESTIMATORS. x, where. = y - ˆ " 1

STATISTICAL PROPERTIES OF LEAST SQUARES ESTIMATORS. x, where. = y - ˆ  1 STATISTICAL PROPERTIES OF LEAST SQUARES ESTIMATORS Recall Assumpto E(Y x) η 0 + η x (lear codtoal mea fucto) Data (x, y ), (x 2, y 2 ),, (x, y ) Least squares estmator ˆ E (Y x) ˆ " 0 + ˆ " x, where ˆ

More information

INSTALLATION INSTRUCTIONS ATV SNOW PLOW Mounting Kit: PN Application: HONDA 400

INSTALLATION INSTRUCTIONS ATV SNOW PLOW Mounting Kit: PN Application: HONDA 400 INSTALLATION INSTRUCTIONS ATV SNOW PLOW Mounting Kit: PN 37851 Application: HONDA 400 Your safety, and the safety of others, is very important. To help you make informed decisions about safety, we have

More information

Bettis RGS F-Series. Quarter-Turn Spring-Return (SR) and Double-Acting (DA) Pneumatic Actuators. Product Data Sheet RGS Rev.

Bettis RGS F-Series. Quarter-Turn Spring-Return (SR) and Double-Acting (DA) Pneumatic Actuators. Product Data Sheet RGS Rev. Bettis RGS F-Series Quarter-Turn Spring-Return (SR) and Double-Acting (DA) Pneumatic Actuators Output Torques to 500,000 in-lb (56,492 N m) Ductile Iron or Stainless-Steel Construction Temperatures from

More information

Anchor Bolt Design (Per ACI and "Design of Reinforcement in Concrete Pedestals" CSA Today, Vol III, No. 12)

Anchor Bolt Design (Per ACI and Design of Reinforcement in Concrete Pedestals CSA Today, Vol III, No. 12) Anchor Bolt Design (Per ACI 318-08 and "Design of Reinforcement in Concrete Pedestals" CSA Today, Vol III, No. 12) Design Assumptions: Base Units and Design 1. Tension is equally distributed among all

More information

Th n nt T p n n th V ll f x Th r h l l r r h nd xpl r t n rr d nt ff t b Pr f r ll N v n d r n th r 8 l t p t, n z n l n n th n rth t rn p rt n f th v

Th n nt T p n n th V ll f x Th r h l l r r h nd xpl r t n rr d nt ff t b Pr f r ll N v n d r n th r 8 l t p t, n z n l n n th n rth t rn p rt n f th v Th n nt T p n n th V ll f x Th r h l l r r h nd xpl r t n rr d nt ff t b Pr f r ll N v n d r n th r 8 l t p t, n z n l n n th n rth t rn p rt n f th v ll f x, h v nd d pr v n t fr tf l t th f nt r n r

More information

NICE-PACK ALCOHOL PREP ROOM PLATFORM CALCULATIONS

NICE-PACK ALCOHOL PREP ROOM PLATFORM CALCULATIONS DESIGN STATEMENT THIS GALVANISED STEEL PLATFORM IS ANALYSED USING THE ALLOWABLE STRESS DESIGN METHOD TO DETERMINE MATERIAL STRENGTH. MEMBER SIZES AND FASTENERS ARE CHOSEN NOT SO MUCH FOR THEIR STRENGTH

More information

Case Study in Steel adapted from Structural Design Guide, Hoffman, Gouwens, Gustafson & Rice., 2 nd ed.

Case Study in Steel adapted from Structural Design Guide, Hoffman, Gouwens, Gustafson & Rice., 2 nd ed. ARCH 631 Note Set F014ab Case Std i Steel adapted from Strctral Desig Gide, Hoffma, Gowes, Gstafso & Rice., d ed. Bildig descriptio The bildig is a oe-stor steel strctre, tpical of a office bildig. The

More information

DATE: 21 September, 1999 TO: Jim Russell FROM: Peter Tkacik RE: Analysis of wide ply tube winding as compared to Konva Kore CC: Larry McMillan

DATE: 21 September, 1999 TO: Jim Russell FROM: Peter Tkacik RE: Analysis of wide ply tube winding as compared to Konva Kore CC: Larry McMillan M E M O R A N D U M DATE: 1 September, 1999 TO: Jm Russell FROM: Peter Tkack RE: Aalyss of wde ply tube wdg as compared to Kova Kore CC: Larry McMlla The goal of ths report s to aalyze the spral tube wdg

More information

CV3000 Series. Characterized Insert Control Valves

CV3000 Series. Characterized Insert Control Valves CV3000 Series Characterized Insert Control Valves The CV3000 Series is a v-type control valve for precise control allowing high pressure drop capability with straight-through flow and bubble-tight shut

More information

PLOW MOUNT KIT FOR POLARIS RANGER P/N ASSEMBLY / OWNERS MANUAL

PLOW MOUNT KIT FOR POLARIS RANGER P/N ASSEMBLY / OWNERS MANUAL PLOW MOUNT KIT FOR POLARIS RANGER P/N 34-3010 ASSEMBLY / OWNERS MANUAL Application PLOW PUSH FRAME NO. 34-0000 or 34-0070 Before you begin, please read these instructions and check to be sure all parts

More information

STANDARDISED MOUNTINGS

STANDARDISED MOUNTINGS STANDARDISED MOUNTINGS for series 449 cylinders conforming to ISO 21287 standard Series 434 MOUNTINGS CONFORMING TO ISO 21287 - ISO 15552 - AFNOR NF ISO 15552 - DIN ISO 15552 STANDARDS applications Low

More information

Purpose of this Guide: To thoroughly prepare students for the exact types of problems that will be on Exam 3.

Purpose of this Guide: To thoroughly prepare students for the exact types of problems that will be on Exam 3. ES230 STRENGTH OF MTERILS Exam 3 Study Guide Exam 3: Wednesday, March 8 th in-class Updated 3/3/17 Purpose of this Guide: To thoroughly prepare students for the exact types of problems that will be on

More information

18.413: Error Correcting Codes Lab March 2, Lecture 8

18.413: Error Correcting Codes Lab March 2, Lecture 8 18.413: Error Correctg Codes Lab March 2, 2004 Lecturer: Dael A. Spelma Lecture 8 8.1 Vector Spaces A set C {0, 1} s a vector space f for x all C ad y C, x + y C, where we take addto to be compoet wse

More information

Blue Comet REV

Blue Comet REV -028-1 Blue Comet -6-2 REV.01101 Boiler Parts 1.) Shell ( blue & gray ) FB-1100055 *10.00 ( boiler )( # 8 ) 2.) Cab ( blue & dark blue ) FB-1100056 *0.00 ( # 8 ).) Handrail ( right )( nickel ) FB-111001

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

/ / MET Day 000 NC1^ INRTL MNVR I E E PRE SLEEP K PRE SLEEP R E

/ / MET Day 000 NC1^ INRTL MNVR I E E PRE SLEEP K PRE SLEEP R E 05//0 5:26:04 09/6/0 (259) 6 7 8 9 20 2 22 2 09/7 0 02 0 000/00 0 02 0 04 05 06 07 08 09 0 2 ay 000 ^ 0 X Y / / / / ( %/ ) 2 /0 2 ( ) ^ 4 / Y/ 2 4 5 6 7 8 9 2 X ^ X % 2 // 09/7/0 (260) ay 000 02 05//0

More information

PGE 310: Formulation and Solution in Geosystems Engineering. Dr. Balhoff. Interpolation

PGE 310: Formulation and Solution in Geosystems Engineering. Dr. Balhoff. Interpolation PGE 30: Formulato ad Soluto Geosystems Egeerg Dr. Balhoff Iterpolato Numercal Methods wth MATLAB, Recktewald, Chapter 0 ad Numercal Methods for Egeers, Chapra ad Caale, 5 th Ed., Part Fve, Chapter 8 ad

More information

ATTACHMENT 1. MOUNTAIN PARK LAND Page 2 of 5

ATTACHMENT 1. MOUNTAIN PARK LAND Page 2 of 5 ATTACHMENT 53 YOBA LINDA Gyp Yb gl 9 Gt Fthly gl t 247 Mt Utct cl Mt Gyp 248 248X A0 A0 Hghy G:\jct\K00074232_p_Iv_Cp_L_Dt_204\MXD\p_Iv_Cp_L_Dt_(K00074232)_0-29-204.x C ( l t b t f y p b lc ly ) Ch Hll

More information

Laboratory I.10 It All Adds Up

Laboratory I.10 It All Adds Up Laboratory I. It All Adds Up Goals The studet wll work wth Rema sums ad evaluate them usg Derve. The studet wll see applcatos of tegrals as accumulatos of chages. The studet wll revew curve fttg sklls.

More information

Chapter 5 Properties of a Random Sample

Chapter 5 Properties of a Random Sample Lecture 6 o BST 63: Statstcal Theory I Ku Zhag, /0/008 Revew for the prevous lecture Cocepts: t-dstrbuto, F-dstrbuto Theorems: Dstrbutos of sample mea ad sample varace, relatoshp betwee sample mea ad sample

More information

SOLUTION 8 7. To hold lever: a+ M O = 0; F B (0.15) - 5 = 0; F B = N. Require = N N B = N 0.3. Lever,

SOLUTION 8 7. To hold lever: a+ M O = 0; F B (0.15) - 5 = 0; F B = N. Require = N N B = N 0.3. Lever, 8 3. If the coefficient of static friction at is m s = 0.4 and the collar at is smooth so it only exerts a horizontal force on the pipe, determine the minimum distance x so that the bracket can support

More information

Functions of Random Variables

Functions of Random Variables Fuctos of Radom Varables Chapter Fve Fuctos of Radom Varables 5. Itroducto A geeral egeerg aalyss model s show Fg. 5.. The model output (respose) cotas the performaces of a system or product, such as weght,

More information

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 & ANSI/NCSL Z

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 & ANSI/NCSL Z SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 & ANSI/NCSL Z540-1-1994 TRI-STATE INSTRUMENT SERVICE, INC. 3024 Wayne Trace Ft. Wayne, IN 46806 Lynn A. Stroble Phone: 260 456 4545 CALIBRATION Valid To: September

More information

FOREMAN ASSEMBLY / OWNER S MANUAL

FOREMAN ASSEMBLY / OWNER S MANUAL ATV PLOW MOUNT For HONDA FOREMAN ASSEMBLY / OWNER S MANUAL Part No: 15-1610 MAN0418 Rev. 00 OPERATING INSTRUCTIONS Congratulations! You ve just purchased the most durable plow component in the industry.

More information

SOLUTION y ' A = 7.5(15) (150) + 90(150) (15) + 215(p)(50) 2. = mm 2. A = 15(150) + 150(15) + p(50) 2. =

SOLUTION y ' A = 7.5(15) (150) + 90(150) (15) + 215(p)(50) 2. = mm 2. A = 15(150) + 150(15) + p(50) 2. = 9 58. Determine the location of the centroidal ais - of the beam s cross-sectional area. Neglect the size of the corner welds at A and B for the calculation. 15 mm 15 mm B 15 mm 15 mm A = 7.5(15) (15)

More information

An Expansion of the Derivation of the Spline Smoothing Theory Alan Kaylor Cline

An Expansion of the Derivation of the Spline Smoothing Theory Alan Kaylor Cline A Epaso of the Derato of the Sple Smoothg heory Ala Kaylor Cle he classc paper "Smoothg by Sple Fctos", Nmersche Mathematk 0, 77-83 967) by Chrsta Resch showed that atral cbc sples were the soltos to a

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

Circles MODULE - II Coordinate Geometry CIRCLES. Notice the path in which the tip of the hand of a watch moves. (see Fig. 11.1)

Circles MODULE - II Coordinate Geometry CIRCLES. Notice the path in which the tip of the hand of a watch moves. (see Fig. 11.1) CIRCLES Notice the path in which the tip of the hand of a watch moves. (see Fig..) 0 9 3 8 4 7 6 5 Fig.. Fig.. Again, notice the curve traced out when a nail is fied at a point and a thread of certain

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-S10-AH-L 179517-1 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

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

Matlab Sheet 2. Arrays

Matlab Sheet 2. Arrays Matlab Sheet 2 Arrays 1. a. Create the vector x having 50 logarithmically spaced values starting at 10 and ending at 1000. b. Create the vector x having 20 logarithmically spaced values starting at 10

More information

Sub: Submission of the copy of Investor presentation under regulation 30 of SEBI (Listing Obligations & Disclosure Reguirements) Regulations

Sub: Submission of the copy of Investor presentation under regulation 30 of SEBI (Listing Obligations & Disclosure Reguirements) Regulations matrimny.cm vember 1, 218 tinal Stck xchange f India Ltd xchan laza, 5th Flr Plt : C/1, Sand Krla Cmplex, Sa Mmbai - 4 51 Crpte Relatinship Department SS Ltd., Phirze Jeejheebhy Twers Dalal Street, Mmbai

More information

ASSEMBLY / OWNER S MANUAL

ASSEMBLY / OWNER S MANUAL ATV PLOW MOUNT For Yamaha ATVs ASSEMBLY / OWNER S MANUAL Part No: 15-5590 MAN0050 Rev. 01 OPERATING INSTRUCTIONS Congratulations! You ve just purchased the most durable plow component in the industry.

More information

Configurations & Parts Identification

Configurations & Parts Identification Suspension Series Configurations & Parts Identification Advancing the Practical Application of Suspension Technology Springfield, MO n (800) 654-8824 n (417) 862-5012 Fax (417) 862-2317 n www.hutchensindustries.com

More information

INSTALLATION INSTRUCTIONS ATV SNOW PLOW Mounting Kit: PN Application: HONDA 300

INSTALLATION INSTRUCTIONS ATV SNOW PLOW Mounting Kit: PN Application: HONDA 300 INSTALLATION INSTRUCTIONS ATV SNOW PLOW Mounting Kit: PN 37850 Application: HONDA 300 Your safety, and the safety of others, is very important. To help you make informed decisions about safety, we have

More information

Wind Energy Explained, 2 nd Edition Errata

Wind Energy Explained, 2 nd Edition Errata Wid Eergy Explaied, d Editio Errata This summarizes the ko errata i Wid Eergy Explaied, d Editio. The errata ere origially compiled o July 6, 0. Where possible, the chage or locatio of the chage is oted

More information

PUSH TUBE STANDARD DUTY

PUSH TUBE STANDARD DUTY PUSH TUBE STANDARD DUTY ASSEMBLY / OWNER S MANUAL Part No: 15-0070 PUR223 Rev. 00 OPERATING INSTRUCTIONS Congratulations! You ve just purchased the most durable plow component in the industry. Cycle Country

More information

Evidence of cross-hybridization artifact in expressed sequence tags (ESTs) on cdna microarrays

Evidence of cross-hybridization artifact in expressed sequence tags (ESTs) on cdna microarrays E -b (EST) DA D H, Sb D P Rb O D M F L W P S, R S C G, b, Ab W -b - DA DA - (T). T (T), (T), (EST) DA RA. A b DA EST - T b -. O (T) b -b RA. T b DA b b b EST (T). I, DA (T) DA b. K: DA M, E-T S, EST, C-b,

More information

,., [~== -I ] ~y_/5 =- 21 Y -/ Y. t. \,X ::: 3J ~ - 3. Test: Linear equations and Linear inequalities. At!$fJJ' ~ dt~ - 5 = -7C +4 + re -t~ -+>< 1- )_

,., [~== -I ] ~y_/5 =- 21 Y -/ Y. t. \,X ::: 3J ~ - 3. Test: Linear equations and Linear inequalities. At!$fJJ' ~ dt~ - 5 = -7C +4 + re -t~ -+>< 1- )_ CST 11 Math - September 16 th, 2016 Test: Linear equations and Linear inequalities NAME: At!$fJJ' ~ Section: MCU504: -- - 86 1100 1. Solve the equations below: (4 marks) 2 5 a) 3("3 x -"3) = - x + 4 /{J1:x

More information

best estimate (mean) for X uncertainty or error in the measurement (systematic, random or statistical) best

best estimate (mean) for X uncertainty or error in the measurement (systematic, random or statistical) best Error Aalyss Preamble Wheever a measuremet s made, the result followg from that measuremet s always subject to ucertaty The ucertaty ca be reduced by makg several measuremets of the same quatty or by mprovg

More information

cleanroom systems exhibition systems interior design systems software and service presentation systems

cleanroom systems exhibition systems interior design systems software and service presentation systems I n n o va t i v e f a b r i c t e n s i o n e x t r u s i o n s f r o m O C TA N O R M exhibition systems interior design systems presentation systems cleanroom systems software and service M A G N I

More information

Ğ ğ ğ Ğ ğ Öğ ç ğ ö öğ ğ ŞÇ ğ ğ

Ğ ğ ğ Ğ ğ Öğ ç ğ ö öğ ğ ŞÇ ğ ğ Ğ Ü Ü Ü ğ ğ ğ Öğ ş öğ ş ğ öğ ö ö ş ğ ğ ö ğ Ğ ğ ğ Ğ ğ Öğ ç ğ ö öğ ğ ŞÇ ğ ğ l _.j l L., c :, c Ll Ll, c :r. l., }, l : ö,, Lc L.. c l Ll Lr. 0 c (} >,! l LA l l r r l rl c c.r; (Y ; c cy c r! r! \. L : Ll.,

More information

THIS PAGE DECLASSIFIED IAW EO IRIS u blic Record. Key I fo mation. Ma n: AIR MATERIEL COMM ND. Adm ni trative Mar ings.

THIS PAGE DECLASSIFIED IAW EO IRIS u blic Record. Key I fo mation. Ma n: AIR MATERIEL COMM ND. Adm ni trative Mar ings. T H S PA G E D E CLA SSFED AW E O 2958 RS u blc Recod Key fo maon Ma n AR MATEREL COMM ND D cumen Type Call N u b e 03 V 7 Rcvd Rel 98 / 0 ndexe D 38 Eneed Dae RS l umbe 0 0 4 2 3 5 6 C D QC d Dac A cesson

More information

2.4M SERIES 1241 ANTENNA

2.4M SERIES 1241 ANTENNA 4096-859 Revision D April 19, 2016 2.4M SERIES 1241 ANTENNA General Dynamics SATCOM Technologies 1700 Cable Drive NE Conover NC 28613 USA Phone 770-689-2040 www.gdsatcom.com General Dynamics Page 1 4/19/2016

More information

Example 1 - Single Headed Anchor in Tension Away from Edges BORRADOR. Calculations and Discussion

Example 1 - Single Headed Anchor in Tension Away from Edges BORRADOR. Calculations and Discussion Example 1 - Single Headed Anchor in Tension Away from Edges Check the capacity of a single anchor, 1 in. diameter, F1554 Grade 36 headed bolt with heavy-hex head installed in the top of a foundation without

More information

+ ] B A BA / t BA / n. B G BG / t BG / n. a = (5)(4) = 80 in./s. A G AG / t AG / n. ] + [48 in./s ]

+ ] B A BA / t BA / n. B G BG / t BG / n. a = (5)(4) = 80 in./s. A G AG / t AG / n. ] + [48 in./s ] PROLEM 15.113 3-in.-radius drum is rigidly attached to a 5-in.-radius drum as shown. One of the drums rolls without sliding on the surface shown, and a cord is wound around the other drum. Knowing that

More information

Load Cells. 3/2 Introduction. 3/3 Mounting components 3/3 Introduction

Load Cells. 3/2 Introduction. 3/3 Mounting components 3/3 Introduction Siemens AG 2018 /2 Introduction / Mounting components / Introduction /4 Single point load cells /4 Overview /5 SIWAREX WL260 SP-S AA /5 - Load cell /6 SIWAREX WL260 SP-S AB /6 - Load cell /7 SIWAREX WL260

More information

Summary of the lecture in Biostatistics

Summary of the lecture in Biostatistics Summary of the lecture Bostatstcs Probablty Desty Fucto For a cotuos radom varable, a probablty desty fucto s a fucto such that: 0 dx a b) b a dx A probablty desty fucto provdes a smple descrpto of the

More information

Multiple Regression. More than 2 variables! Grade on Final. Multiple Regression 11/21/2012. Exam 2 Grades. Exam 2 Re-grades

Multiple Regression. More than 2 variables! Grade on Final. Multiple Regression 11/21/2012. Exam 2 Grades. Exam 2 Re-grades STAT 101 Dr. Kar Lock Morga 11/20/12 Exam 2 Grades Multple Regresso SECTIONS 9.2, 10.1, 10.2 Multple explaatory varables (10.1) Parttog varablty R 2, ANOVA (9.2) Codtos resdual plot (10.2) Trasformatos

More information

Linear Guides SH Series

Linear Guides SH Series inear Guides S Series Ball Slide Models: A, B Front view of A and B types Side view of B type MRO B1 W B 4-M l 1 T MYO K E B 3 W2 W1 Model o. SA SB SA SB S2A S2B SA SB S3A S3B S4A S4B SA SB Assembly Ball

More information

Model Fitting, RANSAC. Jana Kosecka

Model Fitting, RANSAC. Jana Kosecka Model Fttg, RANSAC Jaa Kosecka Fttg: Issues Prevous strateges Le detecto Hough trasform Smple parametrc model, two parameters m, b m + b Votg strateg Hard to geeralze to hgher dmesos a o + a + a 2 2 +

More information

BOLT SIZE Rec.Torque Ft/Lbs. Max Torque Ft/Lbs

BOLT SIZE Rec.Torque Ft/Lbs. Max Torque Ft/Lbs BOLT SIZE Rec.Torque Ft/Lbs Max Torque Ft/Lbs "-0 5 "- "- "- 5 "- "-0 () 7 (9) (5) 5 (0) 9 () 5 () 50 () 70 (95) 00 () 5 (70) 5 (70) 5 () Material Add Suffix to P/N P09 THRU P PIPE CLAMPS FOR RIGID STEEL

More information

PARTS MANUAL 2 INCH CHIPPER/SHREDDER. SC cc SUBARU

PARTS MANUAL 2 INCH CHIPPER/SHREDDER.   SC cc SUBARU www.bearcatproducts.com 2 INCH CHIPPER/SHREDDER SC2170 170cc SUBARU PARTS MANUAL PN: 1641-00 Rev. 0011 Companion to 1509-00 Range: D01688 - Current Before You Begin DEAR ECHO BEAR CAT CUSTOMER Thank you

More information

L5 Polynomial / Spline Curves

L5 Polynomial / Spline Curves L5 Polyomal / Sple Curves Cotets Coc sectos Polyomal Curves Hermte Curves Bezer Curves B-Sples No-Uform Ratoal B-Sples (NURBS) Mapulato ad Represetato of Curves Types of Curve Equatos Implct: Descrbe a

More information

Assignment 5/MATH 247/Winter Due: Friday, February 19 in class (!) (answers will be posted right after class)

Assignment 5/MATH 247/Winter Due: Friday, February 19 in class (!) (answers will be posted right after class) Assgmet 5/MATH 7/Wter 00 Due: Frday, February 9 class (!) (aswers wll be posted rght after class) As usual, there are peces of text, before the questos [], [], themselves. Recall: For the quadratc form

More information

Section l h l Stem=Tens. 8l Leaf=Ones. 8h l 03. 9h 58

Section l h l Stem=Tens. 8l Leaf=Ones. 8h l 03. 9h 58 Secto.. 6l 34 6h 667899 7l 44 7h Stem=Tes 8l 344 Leaf=Oes 8h 5557899 9l 3 9h 58 Ths dsplay brgs out the gap the data: There are o scores the hgh 7's. 6. a. beams cylders 9 5 8 88533 6 6 98877643 7 488

More information

On Signed Product Cordial Labeling

On Signed Product Cordial Labeling Appled Mathematcs 55-53 do:.436/am..6 Publshed Ole December (http://www.scrp.or/joural/am) O Sed Product Cordal Label Abstract Jayapal Baskar Babujee Shobaa Loaatha Departmet o Mathematcs Aa Uversty Chea

More information

Exam 02: Chapters 16 19

Exam 02: Chapters 16 19 NAME: Exam 02: Chapters 16 19 Instructions Solve six of the following problems to the best of your ability. You have two hours in which to complete this exam. Choose one problem from each chapter, then

More information

necessita d'interrogare il cielo

necessita d'interrogare il cielo gigi nei necessia d'inegae i cie cic pe sax span s inuie a dispiegaa fma dea uce < affeandi ves i cen dea uce isnane " sienzi dei padi sie veic dei' anima 5 J i f H 5 f AL J) i ) L '3 J J "' U J J ö'

More information

To be used for reference only. Property of Arc Machines, Inc.

To be used for reference only. Property of Arc Machines, Inc. MODEL 15 IPB Notice and Revision History This document and the information contained herein is the property of Arc Machines, Inc. It is proprietary and submitted and received in confidence. It shall be

More information

AC9000series BARN DOOR HARDWARE. archconceptsllc.com TABLE OF CONTENTS. Page 2 Page 3 Page 4 Page 5 Page 6 Page 7

AC9000series BARN DOOR HARDWARE. archconceptsllc.com TABLE OF CONTENTS. Page 2 Page 3 Page 4 Page 5 Page 6 Page 7 RN OOR HRWRE 9000series RELIZE YOUR IMINTION TLE OF ONTENTS Page 2 Page 3 Page 4 Page 5 Page 6 Page 7 - Layout Options - Hardware Options - Hanger Opt. imensions - Hanger Opt. imensions - Hanger Opt. imensions

More information

Solving Constrained Flow-Shop Scheduling. Problems with Three Machines

Solving Constrained Flow-Shop Scheduling. Problems with Three Machines It J Cotemp Math Sceces, Vol 5, 2010, o 19, 921-929 Solvg Costraed Flow-Shop Schedulg Problems wth Three Maches P Pada ad P Rajedra Departmet of Mathematcs, School of Advaced Sceces, VIT Uversty, Vellore-632

More information

Mineral-insulated thermocouples to DIN and EN

Mineral-insulated thermocouples to DIN and EN Data Sheet 90.1210 (90.1221) Page 1/7 s to DIN 43 710 and EN 60 584 for temperatures from -200 to +1200 C flexible sheath with shock-proof measuring insert protection tube diameter from 0.5mm fast response

More information

Nickel-Plated Brass Push-In Fittings - NPTF/INCH

Nickel-Plated Brass Push-In Fittings - NPTF/INCH /INCH Tube Connections: External /8, 5/32, /4, 5/6, 3/8, /2 Thread Connections 0-32 UNF, /8, /4, 3/8, /2 Reusable thread seal, PTFE seal ring (Teflon ) - Pro-Fit Standard - Camozzi s all metal fittings

More information

F11-W001. Center Fabric Wall TOP VIEW. Information effective as of 10/22/04 118" arc length: 119" radius: 271" 82 1/2" 82 1/2" (printed fabric) 118"

F11-W001. Center Fabric Wall TOP VIEW. Information effective as of 10/22/04 118 arc length: 119 radius: 271 82 1/2 82 1/2 (printed fabric) 118 F11-W001 Center Fabric Wall Information effective as of 10/22/04 118" 2" TOP VIEW 2" arc length: 119" radius: 271" 82 1/2" 82 1/2" (printed fabric) 118" LEFT VIEW F11-W001 Center Fabric Wall Information

More information

INSTALLATION INSTRUCTIONS FRONT PLOW MOUNT KIT Part Number: Application: Polaris Sportsman 400, 500, 800

INSTALLATION INSTRUCTIONS FRONT PLOW MOUNT KIT Part Number: Application: Polaris Sportsman 400, 500, 800 WARN INDUSTRIES, INC. 12900 S.E. Capps Road, Clackamas, OR USA 97015-8903, 1-503-722-1200, FAX: 1-503-722-3000 Customer Service: 1-800-543-9276 Dealer Locator Service: 1-800-910-1122 International Sales/Customer

More information

MRI Auctions - United Asset Sales

MRI Auctions - United Asset Sales MRI Auctions - United Asset Sales FANUC ROBODRILL DRILL & TAP CENTER, HAAS VF-0 MACHINING CENTER, BRIDGEPORT MILL, FORGING HAMMER, BROWN & SHARPE CMM, NEW CABLE SLINGS INVENTORY HAAS VF-0 MACHINING CENTER,

More information

Discrete Mathematics and Probability Theory Fall 2016 Seshia and Walrand DIS 10b

Discrete Mathematics and Probability Theory Fall 2016 Seshia and Walrand DIS 10b CS 70 Dscrete Mathematcs ad Probablty Theory Fall 206 Sesha ad Walrad DIS 0b. Wll I Get My Package? Seaky delvery guy of some compay s out delverg packages to customers. Not oly does he had a radom package

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

BAL-001-AB-0a Real Power Balancing Control Performance

BAL-001-AB-0a Real Power Balancing Control Performance Alberta Relablty Stadards Resource ad Demad Balacg BAL-00-AB-0a. Purpose BAL-00-AB-0a Real Power Balacg Cotrol Performace The purpose of ths relablty stadard s to mata WECC steady-state frequecy wth defed

More information

DRIFTER PLOW-IN-A-BOX ASSEMBLY / OWNER S MANUAL

DRIFTER PLOW-IN-A-BOX ASSEMBLY / OWNER S MANUAL DRIFTER PLOW-IN-A-BOX ASSEMBLY / OWNER S MANUAL Part No: 10-0550 OPERATING INSTRUCTIONS Congratulations! You ve just purchased one of the industry s top plow systems. The DRIFTER Plow System works great

More information

FRB. Exposed passive chilled beam for suspended installation

FRB. Exposed passive chilled beam for suspended installation Exposed passive chilled beam for suspended installation QUICK FACTS FRB is a passive chilled beam for comfort cooling especially designed for visible/suspended installation in the room. High cooling capacity,

More information

DRIFTER PLOW-IN-A-BOX

DRIFTER PLOW-IN-A-BOX DRIFTER PLOW-IN-A-BOX ASSEMBLY / OWNER S MANUAL Part No: 10-0550 OPERATING INSTRUCTIONS Congratulations! You ve just purchased one of the industry s top plow systems. The DRIFTER Plow System works great

More information

ATV WP2 FRONT MOUNT PUSH TUBE

ATV WP2 FRONT MOUNT PUSH TUBE ATV WP2 FRONT MOUNT PUSH TUBE ASSEMBLY / OWNER S MANUAL Part No: 16-0000 MAN0352 Rev. 00 OPERATING INSTRUCTIONS Congratulations! You ve just purchased the most durable plow component in the industry. Cycle

More information

Electrostatic and Magnetic Deflection of Electrons in a Cathode Ray Tube

Electrostatic and Magnetic Deflection of Electrons in a Cathode Ray Tube Electrostatic and Magnetic Deflection of Electrons in a Cathode Ray Tube Andy Chmilenko, 0310799 Instructor: Tan Dinh Section 1 (Dated: :30 pm Wednesday May 9, 013) I. PURPOSE The purpose of this experiment

More information

CITY OF LOS ALAMITOS. Register of Major Expenditures. August 18, To Approve. To Ratify

CITY OF LOS ALAMITOS. Register of Major Expenditures. August 18, To Approve. To Ratify TEM. 7 CTY F LS ALAMTS Register of Mjor Ependitures August 18, 214 Pges: To Approve 1-3 53, 431. 2 Mjor rrnts 8/ 18/ 214 Subtotl 53, 431. 2 To Rtify Pges: 4-5 146, 476. 74 Advnce rrnts 7/ 28/ 214 6 217,

More information

Introduction. Question: Why do we need new forms of parametric curves? Answer: Those parametric curves discussed are not very geometric.

Introduction. Question: Why do we need new forms of parametric curves? Answer: Those parametric curves discussed are not very geometric. Itrodctio Qestio: Why do we eed ew forms of parametric crves? Aswer: Those parametric crves discssed are ot very geometric. Itrodctio Give sch a parametric form, it is difficlt to kow the derlyig geometry

More information

MEASURES OF DISPERSION

MEASURES OF DISPERSION MEASURES OF DISPERSION Measure of Cetral Tedecy: Measures of Cetral Tedecy ad Dsperso ) Mathematcal Average: a) Arthmetc mea (A.M.) b) Geometrc mea (G.M.) c) Harmoc mea (H.M.) ) Averages of Posto: a) Meda

More information

Quizzam Module 1 : Statics

Quizzam Module 1 : Statics Structural Steel Design Quizzam odule : Statics NAE Draw shear and moment diagrams for the following loading conditions. Note the reactions. Calculate the maximum amount of internal bending moment. 0 500

More information

Overhead lines. 110 kv wood tower with guy wires

Overhead lines. 110 kv wood tower with guy wires Overhead lines a) ja b) 0 kv wood poles c) free standing 0 kv metal tower with I-strings d) free standing 440 kv metal tower with V-strings e) 400 kv metal tower with guy wires 0 kv wood tower with guy

More information

REDUCTION OF A SIMPLE DISTRIBUTED LOADING. Today s Objectives: Students will be able to determine an equivalent force for a distributed load.

REDUCTION OF A SIMPLE DISTRIBUTED LOADING. Today s Objectives: Students will be able to determine an equivalent force for a distributed load. REDUCTION OF A SIMPLE DISTRIBUTED LOADING Today s Objectives: Students will be able to determine an equivalent force for a distributed load. = READING QUIZ 1. The resultant force (F R ) due to a distributed

More information

ALUMINUM STRUCTURAL PLATE HEADWALLS AASHTO LRFD BASIS OF DESIGN

ALUMINUM STRUCTURAL PLATE HEADWALLS AASHTO LRFD BASIS OF DESIGN ALUMINUM STRUCTURAL PLATE EADWALLS AASTO LRFD BASIS OF DESIGN LANE ENTERPRISES, INC. www.lane-enterprises.com Required Backfill and Load Cases: ALUMINUM STRUCTURAL PLATE EADWALLS BASIS OF DESIGN Backfill

More information

I-FORCE Ironless linear motors

I-FORCE Ironless linear motors I-FORCE Ironless linear motors Parker Trilogy s I-Force ironless linear motors offer high forces and rapid accelerations in a compact package. With forces ranging from 5.5 lbf (24.5 N) - 197.5 lbf (878.6

More information

THE LOSMANDY G-11 MOUNT

THE LOSMANDY G-11 MOUNT Checking the parts THE LOSMANDY G-11 MOUNT Depending on which accessories you ordered, your G-11 mount was shipped in four or more boxes. The contents of each box are as follows: Equatorial Mount Adjustable

More information