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Decompression 97%

• • • • • • • • Aquanauts must be back at storage depth for six hours prior to the start of decompression.

https://www.pdf-archive.com/2014/07/01/decompression/

01/07/2014 www.pdf-archive.com

Rebel 2006 95%

This allows the angler to count his lure down and retrieve it at the exact depth of located suspended fish.

https://www.pdf-archive.com/2015/02/10/rebel-2006/

10/02/2015 www.pdf-archive.com

15-0247 Atoll Surgical Tech 05 95%

The Awl has a 8 mm depth stop distance to prevent over-plunging.

https://www.pdf-archive.com/2016/06/09/15-0247-atoll-surgical-tech-05/

09/06/2016 www.pdf-archive.com

BFSDFSTutorial 95%

breadth, depth, search, path planning The photo depicts a scenario where a robot is in an environment filled with obstacles and needs to get to its goal location.

https://www.pdf-archive.com/2016/05/24/bfsdfstutorial/

24/05/2016 www.pdf-archive.com

Panel 1 92%

1hr       Self weight of slab m m mm 2 N/mm 3.6 KN/m 2 1.2 KN/m 2 1 KN/m 2  cover Fire resistance OK 5.8 KN/m2 gk 3 KN/m2 qk 12.92 Design load [1.4gk +1.6qk] DESIGN MOMENTS AND REINFORCEMENTS 1.659 Aspect ratio of slab SHORT SPAN [SUPPORT] 0.084 Support moment coefficient 10.738 Support moment 124 Effective depth of beam , [d] M 0.0279 K bd2 fcu 0.95 Lever arm, z, 117.80 KN/m2    n 20 mm 2 5.8 KN/m 2 3 KN/m 2 12.92 KN/m  Table 3.14 Table 3.14 3.4.4.4 3.4.4.4 3.4.4.4         Area of steel required, As   Minimum reinforcement area SHORT SPAN [MIDSPAN] Table 3.14 Table 3.14 Midspan moment coefficient Midspan moment Effective depth of beam , 3.4.4.4 3.4.4.4 3.4.4.4 BS8110 REF Table 3.14 Table 3.14 K  [d] M bd2 fcu Lever arm, z, Area of steel required, LONG SPAN [SUPPORT] Support moment coefficient Support moment Effective depth of beam , As         KNm mm d mm M 0.95 f y z 234 mm 2 195 mm2 [d] Y 12 at 250  2 453 mm 0.063 8.046 KNm 124 mm 0.0209 0.95 d 117.80 mm M 0.95 f y z 175 mm 2 Provide  CALCULATIONS    Provide 0.045 5.769 KNm 112 mm Y 12 OUTPUT at 300 2 377 mm 3.4.4.4 3.4.4.4 3.4.4.4 K  M bd2 fcu Lever arm, z, As Area of steel required, LONG SPAN [MIDSPAN] Table 3.14 Table 3.14 Midspan moment coefficient Midspan moment Effective depth of beam , 3.4.4.4 3.4.4.4 3.4.4.4 K  [d] M bd2 fcu Lever arm, z, Area of steel required, As     0.0184 0.95 d 106.40 mm M 0.95 f y z   139 mm        2 Provide Y 12 at 300 Provide Y 12 2 377 mm 0.034 4.359 KNm 112 mm 0.0139 0.95 d 106.40 mm M 0.95 f y z  105 mm 2 377 at 300 mm2 2 377 mm BS8110 REF Table 3.9 DEFLECTION CHECK CALCULATIONS  Basic minimum effective depth for short span Moment redistribution factor   Tension reinforcement area required Table 3.10 Modification factor 3.12.11.2.7 Modified minimum effective depth CRACKING Cracking is controlled by limiting bar spacing.

https://www.pdf-archive.com/2017/06/11/panel-1/

11/06/2017 www.pdf-archive.com

Panel 3 92%

1hr  Self weight of slab Partitions [minimum] Characteristic imposed load   Design load [1.4gk +1.6qk]  Characteristic dead load  cover Fire resistance OK 20 mm 3.6 KN/m2   Finishes 3.2.1.2.2 6.23 m 5.23 m 150 mm 2 25 N/mm 1.2 KN/m2 1 KN/m2 5.8 KN/m2 gk 3 KN/m2 qk 12.92 KN/m2  2 5.8 KN/m   n 2 3 KN/m 2 12.92 KN/m DESIGN MOMENTS AND REINFORCEMENTS 1.191 Aspect ratio of slab          SHORT SPAN [SUPPORT] Table 3.14 Table 3.14 Support moment coefficient Support moment Effective depth of beam , 3.4.4.4 3.4.4.4 3.4.4.4 K  [d] M bd2 fcu Lever arm, z, As Area of steel required, 0.0508 0.94 d 116.55 mm M 0.95 f y z 430 mm2 Provide Y12 at  195 mm2 Minimum reinforcement area BS8110 REF 0.055 19.540 KNm 124 mm CALCULATIONS 200 2 566 mm OUTPUT SHORT SPAN [MIDSPAN] Table 3.14 Table 3.14 Midspan moment coefficient Support moment Effective depth of beam , 3.4.4.4 K 3.4.4.4 3.4.4.4  [d] M bd2 fcu Lever arm, z, Area of steel required, As                 0.041 14.632 KNm 124 mm 0.0381 0.95 d 117.80 mm M 0.95 f y z 319 mm2 Provide Y 12 at 250 2 453 mm  BS8110 REFthis PDF from an application thatCALCULATIONS OUTPUT You created is not licensed to print to novaPDF printer (http://www.novapdf.com) LONG SPAN [SUPPORT] Table 3.14 Table 3.14 Support moment coefficient Support moment Effective depth of beam , 3.4.4.4 K 3.4.4.4 3.4.4.4  Lever arm, z, [d] M bd2 fcu Area of steel required, As       0.037 13.051 KNm 112 mm  0.0416 0.95 d 106.40 mm M 0.95 f y z  315 mm2 Provide Y12 at Provide Y12 250 2 453 mm LONG SPAN [MIDSPAN] Table 3.14 Table 3.14 Midspan moment coefficient Support moment Effective depth of beam , 3.4.4.4 K 3.4.4.4 3.4.4.4 Lever arm, z,  [d] M bd2 fcu Area of steel required, As        0.028 9.876 KNm 112 mm 0.0315 0.95 d 106.40 mm M 0.95 f y z  238 mm2 at 300 2 377 mm DEFLECTION CHECK Table 3.9 Basic minimum effective depth for short span Moment redistribution factor    Tension reinforcement area provided Tension reinforcement area required Design service stress 201.0 mm 1.0   fs  Table 3.10 Modification factor 3.12.11.2.7 Modified minimum effective depth CRACKING Cracking is controlled by limiting bar spacing.

https://www.pdf-archive.com/2017/06/11/panel-3/

11/06/2017 www.pdf-archive.com

Panel 4 92%

1hr       Self weight of slab Finishes Partitions [minimum] Characteristic dead load Characteristic imposed load 3.2.1.2.2 3.15 m 2.23 m 150 mm 2 25 N/mm 3.6 KN/m  cover Fire resistance OK 20 mm 2 1.2 KN/m2 1 KN/m 2 2 5.8 KN/m 3 KN/m2 12.92 Design load [1.4gk +1.6qk] DESIGN MOMENTS AND REINFORCEMENTS 1.416 Aspect ratio of slab SHORT SPAN [SUPPORT] 0.075 Support moment coefficient 4.773 Support moment 124 Effective depth of beam , [d] M 0.0124 K bd2 fcu 0.95 Lever arm, z, 117.80 M Area of steel required, As 0.95 f y z KN/m2    gk qk n 2 5.8 KN/m 2 3 KN/m 2 12.92 KN/m  Table 3.14 Table 3.14 3.4.4.4 3.4.4.4 3.4.4.4         Minimum reinforcement area SHORT SPAN [MIDSPAN] Table 3.14 Table 3.14 Midspan moment coefficient Midspan moment Effective depth of beam , 3.4.4.4 3.4.4.4 3.4.4.4 K  [d] M bd2 fcu Lever arm, z, Area of steel required, As KNm mm d mm   104 mm2        0.056 3.558 KNm 124 mm  195 mm Provide Y 12 at 300  2 2 377 mm 0.0093 0.95 d 117.80 mm M 0.95 f y z 78 mm2 Provide Y 12 at 300 2 377 mm  BS8110 REF CALCULATIONS OUTPUT LONG SPAN [SUPPORT]  0.045 Table 3.14 Support moment coefficient 2.878 KNm Table 3.14 Support moment You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)  Effective depth of beam , 3.4.4.4 3.4.4.4 3.4.4.4 K  [d] M bd2 fcu Lever arm, z, As Area of steel required,       112 mm 0.0092 0.95 d 106.40 mm M 0.95 f y z   69 mm2 Provide Y 12 at 300 377 mm 2 LONG SPAN [MIDSPAN] Table 3.14 Table 3.14 Midspan moment coefficient Midspan moment Effective depth of beam , 3.4.4.4 3.4.4.4 3.4.4.4 K  [d] M bd2 fcu Lever arm, z, Area of steel required, As        0.034 2.175 KNm 112 mm 0.0069 0.95 d 106.40 mm M 0.95 f y z  Provide 52 mm2 Y 12 at 300 mm 377 2 2 377 mm BS8110 REF CALCULATIONS OUTPUT DEFLECTION CHECK Table 3.9 Basic minimum effective depth for short span Moment redistribution factor     Tension reinforcement area provided Tension reinforcement area required Design service stress 85.6 mm 1.0 fs  377 mm 78 mm2 2 f y Asreq  Table 3.10 Modification factor 3.12.11.2.7 Modified minimum effective depth CRACKING Cracking is controlled by limiting bar spacing.

https://www.pdf-archive.com/2017/06/11/panel-4/

11/06/2017 www.pdf-archive.com

Love Christmas, Love New Year 92%

Advertising Deadlines Publication Date 23rd Nov Approval deadline 10th Nov Booking and copy deadline 7th Nov Technical Specifications Full page 32x8 255mm width x 320mm depth Full page bleed 285mm width x 350mm depth Half page 32x4 125mm width x 320mm depth Half page 16x8 255mm width x 160mm depth Quarter page 16x4 125mm width x 160mm depth

https://www.pdf-archive.com/2016/10/21/love-christmas-love-new-year/

21/10/2016 www.pdf-archive.com

Panel 6 91%

1hr LOADING ON SLAB 3.2.1.2.2     3.6 KN/m2 Self weight of slab 1.2 KN/m2 Finishes 1 KN/m2 Partitions [minimum] 5.8 KN/m2 gk Characteristic dead load 3 KN/m2 qk Characteristic imposed load 12.92 KN/m2 n Design load [1.4g k +1.6qk] DESIGN MOMENTS AND REINFORCEMENTS 1.357 Aspect ratio of slab 3.4.4.4 K  [d] M bd2 fcu Lever arm, z, Area of steel required, As Minimum reinforcement area         BS8110 REF CALCULATIONS LONG SPAN [SUPPORT] Table 3.14 Table 3.14 Support moment coefficient Support moment Effective depth of beam , 3.4.4.4 3.4.4.4 3.4.4.4 K  [d] M bd2 fcu Lever arm, z, Area of steel required, 2 5.8 KN/m 2 3 KN/m 2 12.92 KN/m  Midspan moment coefficient Midspan moment Effective depth of beam , 3.4.4.4 3.4.4.4      SHORT SPAN [MIDSPAN] Table 3.14 Table 3.14  cover 20 mm Fire resistance OK As         0.069 8.574 KNm 124 mm 0.0279 0.95 d 117.80 mm M 0.95 fy z 187 mm2 195 mm2 Provide Y12  OUTPUT 0.045 5.632 KNm 112 mm 0.0225 0.95 d 106.40 mm M 0.95 fy z at 250 2 453 mm Area of steel required,    As LONG SPAN [MIDSPAN] Table 3.14 Table 3.14 Midspan moment coefficient Midspan moment Effective depth of beam , 3.4.4.4 3.4.4.4 3.4.4.4  K Lever arm, z, Area of steel required, As BS8110 REF DEFLECTION CHECK Table 3.9 [d] M bd2 fcu M 0.95 fy z 136 mm2        CALCULATIONS 0.95 d 106.40 mm M 0.95 f y z 103 mm2     y sreq sprov  Table 3.10 Modification factor  0.55 Y 12 (477  fs )  2.0 M ) 2 bd 300 mm2 119.7 mm 1.0 453 mm2 187 mm2 * 1 b  2.00 59.86 mm  124 mm Cracking is controlled by limiting bar spacing.

https://www.pdf-archive.com/2017/06/11/panel-6/

11/06/2017 www.pdf-archive.com

PocketKeelMountCHIRP BR 90%

The combination of CHIRP, a broadband transducer, and the fishfinder’s DSP, results in dramatically better fish and bottom detection, superior depth capability, and significantly better performance at speed.

https://www.pdf-archive.com/2012/02/14/pocketkeelmountchirp-br/

14/02/2012 www.pdf-archive.com

shoppinglist 90%

100.0 cm Frame, depth: ... 99.8 cm Depth:

https://www.pdf-archive.com/2016/06/28/shoppinglist/

28/06/2016 www.pdf-archive.com

ThruHullCHIRP BR 89%

The combination of CHIRP, a broadband transducer, and the fishfinder’s DSP, results in dramatically better fish and bottom detection, superior depth capability, and significantly better performance at speed.

https://www.pdf-archive.com/2012/02/18/thruhullchirp-br/

18/02/2012 www.pdf-archive.com

Stair Cladding Installation Instructions 89%

OAK STAIR CONVERSION SYSTEM Solid oak tread and riser kits, cut easily to width and depth and bond into place.

https://www.pdf-archive.com/2017/04/07/stair-cladding-installation-instructions/

07/04/2017 www.pdf-archive.com

1569926793 89%

Geographic Routing Depth-Based Routing (DBR) [9] is one of the pioneering works in underwater geographic routing.

https://www.pdf-archive.com/2014/12/27/1569926793/

27/12/2014 www.pdf-archive.com

Wheelchair Technical Document 89%

MULTISPORT WHEELCHAIR Seat Size 12” Colour Lime Green Weight Limit 12 Stone Wheel Size Rear wheel - 24” quick release, Front wheels 72mm Frame Material ERW mid steel tube Product Weight 13kg C A D F B A Chair Height 760mm B Chair Width 790mm E C Front Strut Width 320mm D Front Frame Height 530mm E Chair Depth 770mm F Rear Frame Height 470mm Seat Height 225mm Seat Width 300mm Seat Depth 300mm Foam Depth 50mm Adjustable Velcro strap 55mm Wheel Diameter 24” Lenco wheel with a ½” quick release axel Footrest Width 220mm Footrest Depth 200mm Adjustable Velcro strap 55mm Front Wheel diameter 72mm Castor wheels in extruded forks, strong, durable and easy to maintain.

https://www.pdf-archive.com/2017/01/06/wheelchair-technical-document/

06/01/2017 www.pdf-archive.com

Johann Nikuradse. LAWS OF FLOW IN ROUGH PIPES 87%

If his results are expressed in the present notation and the resistance factor λ is considered dependent upon the Reynolds number Re, then it is found that according to his measurements λ, for a given relative roughness kr , varies only slightly with the Reynolds number (k is the average depth of roughness and r is the radius of the pipe;

https://www.pdf-archive.com/2019/11/12/johann-nikuradse-laws-of-flow-in-rough-pipes/

12/11/2019 www.pdf-archive.com

PR Calipers 2013 EN 87%

40 µm 10 µm Scale with incremental divisions, inductive A Electronic depth calipers 2,5 m / s Models with short cut measuring faces or one or two fixed jaw(s) RS232, mono- and bi-directional Hardened stainless steel 3V lithium battery, CR 2032 12,000 hours B 4 100% 15,5 C 12 12 10°C à 40°C 4 A 24,5 -10°C à 60°C 12 8,5 B mm in A mm B mm 0 ÷   200 0 ÷   250 0 ÷   300 0 ÷   500 0÷ 8 0 ÷ 10 0 ÷ 12 0 ÷ 20 100 100 150 150 8 8 8 8 Models B, with one fixed measuring jaw 00530445 0 ÷   300 0 ÷ 12 00530446 0 ÷   500 0 ÷ 20 150 150 8 8 150 8 A mm 150 150 150 B mm 8,5 8,5 8,5 Models A, with short-cut measuring faces A Standby mode after 10 min, instrument retains zero.

https://www.pdf-archive.com/2014/02/13/pr-calipers-2013-en/

13/02/2014 www.pdf-archive.com

YM3812 V2 Manual 3 86%

The parameters of “AM Depth” and Vibrato Depth” effect all the voices and are saved separately form the instruments.

https://www.pdf-archive.com/2017/07/28/ym3812-v2-manual-3/

28/07/2017 www.pdf-archive.com

SmallBoatCHIRP BR 86%

The combination of CHIRP, a broadband transducer, and the fishfinder’s DSP, results in dramatically better fish and bottom detection, superior depth capability, and significantly better performance at speed.

https://www.pdf-archive.com/2012/02/09/smallboatchirp-br/

09/02/2012 www.pdf-archive.com

Sonya-Strong-Resume2.1 85%

Recommend interventions and accommodations for classroom teachers to utilize when teaching students with disabilities HIGHLIGHTS In-depth knowledge of diagnosing specific learning disabilities In-depth knowledge of working with medical professionals in diagnosing students with ADHD In-depth knowledge of diagnosing intellectual disabilities Effective leader and team player in creating individualized plans for students with special needs Well versed in the use of software programs utilized for report writing with effective report writing skills In-depth knowledge and communication skills regarding interpretation of formal assessment results Special Education Teaching License K-12 Masters degree in Educational Diagnosing Licensed in Education Administration ACCOMPLISHMENTS Taught over 100 students with special needs in grades K through 12th for 9 years.

https://www.pdf-archive.com/2017/07/16/sonya-strong-resume2-1/

16/07/2017 www.pdf-archive.com

METHODES LIQUEFACTION 85%

High-speed jets at depth excavate, inject and mix a stabilizer with soil to form columns or panels.

https://www.pdf-archive.com/2017/02/08/methodes-liquefaction/

08/02/2017 www.pdf-archive.com

FILEINFO 85%

318 KiB Image Format Width xels Height xels Color space Chroma subsampling Bit depth Compression mode Stream size (100%) :

https://www.pdf-archive.com/2015/08/09/fileinfo/

08/08/2015 www.pdf-archive.com

Gen Market - HHC - HUMIHOLD Holding Cabinet 84%

Model Dimensions Electrical Data Height (A) Width (B) Depth (C) Volts Phase Hertz Watts Amps HHC-FS, FL/PT 78” (1980mm) 25” (635mm) 32” (810mm) 240 V 1Ph 50/60 Hz 3000W 12.5A HC-FS, FL/PT 78” (1980mm)) 25” (635mm) 32” (810mm) 240 V 1Ph 50/60 Hz 2000W 8A Model Dimensions Electrical Data Height (A) Width (B) Depth (C) Volts Phase Hertz Watts Amps HHC-HS, FL/PT 42” (1060mm) 25” (635mm) 32” (810mm) 240 V 1Ph 50/60 Hz 3000W 12.5A HC-HS, FL/PT 42” (1060mm) 25” (635mm) 32” (810mm) 240 V 1Ph 50/60 Hz 2000W 8A Model HC-ST, FL/PT Dimensions Electrical Data Height (A) Width (B) Depth (C) Volts Phase Hertz Watts 79” (2000mm) 25” (635mm) 32” (810mm) 240 V 1Ph 50/60 Hz 2000W (per unit) Amps 8A (per unit)

https://www.pdf-archive.com/2014/02/10/gen-market-hhc-humihold-holding-cabinet/

10/02/2014 www.pdf-archive.com

IP Valueline IP67 BS 84%

– IP67 TOTAL PROTECTION AGAINST DUST AND LIQUIDS – UP TO 2 YEARS AUTONOMY – ABS AND REL MEASURING MODE – RECTANGULAR DEPTH ROD – COMPLIANT WITH ISO 13385-1 STANDARD – 150 MM TO 300 MM MODELS WITH THUMB WHEEL – DESIGNED BY TESA VALUELINE LCD IP67 ABS TECHNICAL SPECIFICATIONS Order number Measuring range 00599390 6 in/ 150 mm   ✔ Dimensions, mm A B 40 16 00599392 8 in/ 200 mm   ✔ 50 20 00599393 8 in/ 200 mm   ✔ 64 22 Depth Rod Thumb wheel 1.7 3.8 75 / 89.5 / 105.5 Ø1.5 B 3.2 / 3.6 / 4 A 1.4 5.5 15.

https://www.pdf-archive.com/2014/09/23/ip-valueline-ip67-bs/

23/09/2014 www.pdf-archive.com