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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

5070 s15 qp 32 93%

test observations 1 Gently warm 2 cm depth of R in a test-tube.

https://www.pdf-archive.com/2016/06/10/5070-s15-qp-32/

10/06/2016 www.pdf-archive.com

5070 s15 qp 31 93%

test observations 1 Gently warm 2 cm depth of R in a test-tube.

https://www.pdf-archive.com/2016/06/10/5070-s15-qp-31/

10/06/2016 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

5070 w11 qp 31 92%

1 test observations (a) To 2 cm depth of R in a test-tube, add an equal volume of aqueous barium nitrate.

https://www.pdf-archive.com/2016/06/10/5070-w11-qp-31/

10/06/2016 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

5070 w13 qp 32 92%

1 test observations To 2 cm depth of R in a test-tube, add a few drops of aqueous silver nitrate.

https://www.pdf-archive.com/2016/06/10/5070-w13-qp-32/

10/06/2016 www.pdf-archive.com

5038 s11 qp 3 92%

• • • • • • • • Place 1 cm depth of AS1 into a test tube, label it AS1.

https://www.pdf-archive.com/2016/06/09/5038-s11-qp-3/

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

Love Christmas, Love New Year 91%

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

5070 w12 qp 32 91%

1 test observations (a) To 1 cm depth of R in a test-tube, add aqueous sodium hydroxide until a change is seen.

https://www.pdf-archive.com/2016/06/10/5070-w12-qp-32/

10/06/2016 www.pdf-archive.com

5070 s12 qp 32 91%

1 test observations (a) To 1 cm depth of R in a test-tube, add a few drops of aqueous silver nitrate.

https://www.pdf-archive.com/2016/06/10/5070-s12-qp-32/

10/06/2016 www.pdf-archive.com

5070 s12 qp 31 91%

1 test observations (a) To 1 cm depth of R in a test-tube, add a few drops of aqueous silver nitrate.

https://www.pdf-archive.com/2016/06/10/5070-s12-qp-31/

10/06/2016 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

5070 w14 qp 32 91%

test observations 1 Gently warm 2 cm depth of R in a testtube.

https://www.pdf-archive.com/2016/06/10/5070-w14-qp-32/

10/06/2016 www.pdf-archive.com

5038 s10 qp 3 91%

• • • • • • • • • Put 2 cm depth of AS1 into a boiling tube.

https://www.pdf-archive.com/2016/06/09/5038-s10-qp-3/

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

5070 w13 qp 31 90%

1 test observations (a) To 1 cm depth of R in a test-tube, add an equal volume of aqueous barium nitrate.

https://www.pdf-archive.com/2016/06/10/5070-w13-qp-31/

10/06/2016 www.pdf-archive.com

5070 w11 qp 32 90%

test observations 1 To 2 cm depth of aqueous hydrogen peroxide in a test-tube, add a small amount of R.

https://www.pdf-archive.com/2016/06/10/5070-w11-qp-32/

10/06/2016 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

ThruHullCHIRP 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/2012/02/18/thruhullchirp-br/

18/02/2012 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