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Présentation Scandinavie-AGA Bellechasse - 16 juin 2011 100%

Minuit Create PDF files without this message by purchasing novaPDF printer (http://www.novapdf.com) Superficies forestières productives Québec Suède Finlande Publique 84 % 19 % 26 % Privée (petite) Moyenne Privée (grande) 13 % 41 ha 3% 51 % 45 ha 24 % 60 % 31 ha 9% Autres <1% 6% 5% 27,2 20,3 Total (M ha) 42,4 Create PDF files without this message by purchasing novaPDF printer (http://www.novapdf.com) Volumes sur pied Québec Suède Finlande Épinette 42 % 33 % Pin 39 % 48 % Bouleau 11 % 15 % Autres feuillus 6% 4% 3 000 2 100 Total (M m3) 3 800 Create PDF files without this message by purchasing novaPDF printer (http://www.novapdf.com) Create PDF files without this message by purchasing novaPDF printer (http://www.novapdf.com) Create PDF files without this message by purchasing novaPDF printer (http://www.novapdf.com)

https://www.pdf-archive.com/2011/06/20/presentation-scandinavie-aga-bellechasse-16-juin-2011/

20/06/2011 www.pdf-archive.com

Ek Veza Biralir Biborton by Al Mahmud 100%

www.banglabookpdf.blogspot.com www.banglabookpdf.blogspot.com Create PDF files without this message by purchasing novaPDF printer (http://www.novapdf.com) www.banglabookpdf.blogspot.com www.banglabookpdf.blogspot.com Create PDF files without this message by purchasing novaPDF printer (http://www.novapdf.com) www.banglabookpdf.blogspot.com www.banglabookpdf.blogspot.com Create PDF files without this message by purchasing novaPDF printer (http://www.novapdf.com) www.banglabookpdf.blogspot.com www.banglabookpdf.blogspot.com Create PDF files without this message by purchasing novaPDF printer (http://www.novapdf.com) www.banglabookpdf.blogspot.com www.banglabookpdf.blogspot.com Create PDF files without this message by purchasing novaPDF printer (http://www.novapdf.com)

https://www.pdf-archive.com/2016/03/14/ek-veza-biralir-biborton-by-al-mahmud/

14/03/2016 www.pdf-archive.com

Magisches Wirken - magisches Werk. - 100%

- 1 Print to PDF without this message by purchasing novaPDF (http://www.novapdf.com/) 2 Print to PDF without this message by purchasing novaPDF (http://www.novapdf.com/) Nicht-Fähigkeit "Magie":

https://www.pdf-archive.com/2018/05/06/magisches-wirken---magisches-werk--/

06/05/2018 www.pdf-archive.com

Statisk mätning 2015 99%

-Stora komplicerade byggen - Stomnät åt Trafikverket ► 3 1 You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Statisk mätning-Trafikverket -Parpunkter:

https://www.pdf-archive.com/2017/03/15/statisk-m-tning-2015/

15/03/2017 www.pdf-archive.com

Wesenswandel 99%

- 1 Print to PDF without this message by purchasing novaPDF (http://www.novapdf.com/) “Seit Beginn der Menschheit versuchten Tyrannen den Stamm zu dominieren”.

https://www.pdf-archive.com/2018/05/06/wesenswandel/

06/05/2018 www.pdf-archive.com

Dunkelwelt 97%

1 Print to PDF without this message by purchasing novaPDF (http://www.novapdf.com/) So sind zwei Reiche zu durchschreiten alle Zeit, die sich in einem ständig gleichen:

https://www.pdf-archive.com/2018/05/06/dunkelwelt/

06/05/2018 www.pdf-archive.com

Basis-Magie 97%

Darüberhinaus allerdings nicht, - Magie, ihr Wirken und Ihre Konsequenzen - "sind mitnichten von den Methoden abhängig, deren sie die diversen Magier 1 Print to PDF without this message by purchasing novaPDF (http://www.novapdf.com/) unterwerfen", - die Magier dagegen sehr wohl ...

https://www.pdf-archive.com/2018/05/06/basis-magie/

06/05/2018 www.pdf-archive.com

Der Versuch, das Okkulte grenzumschliessend zu definieren. - 96%

- Es gibt also "ein zeitumgreifendes, allumfassendes Jetzt", 1 Print to PDF without this message by purchasing novaPDF (http://www.novapdf.com/) - dass wir niemals wahrnehmen, - und nur "über seine Inhalte ableiten können"...

https://www.pdf-archive.com/2018/05/06/der-versuch-das-okkulte-grenzumschliessend-zu-definieren--/

06/05/2018 www.pdf-archive.com

Hitchhikers FInalReport Cyprus 94%

Maria Marinova-Alkalay and Panayiotis Theodorou Print to PDF without this message by purchasing novaPDF (http://www.novapdf.com/) CONTENTS SUMMARY BACKGROUND PROGRAM OUTLINE SUMMARY OF ON-LINE EVALUATION &

https://www.pdf-archive.com/2012/10/01/hitchhikers-finalreport-cyprus/

01/10/2012 www.pdf-archive.com

MrDent 90%

Mr_Dent@ymail.com Print to PDF without this message by purchasing novaPDF (http://www.novapdf.com/) Tel:

https://www.pdf-archive.com/2012/11/23/mrdent/

23/11/2012 www.pdf-archive.com

Panel 3 88%

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 87%

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

Westwood 78%

Print to PDF without this message by purchasing novaPDF (http://www.novapdf.com/)

https://www.pdf-archive.com/2013/04/29/westwood/

29/04/2013 www.pdf-archive.com

Optima 850 LCD Sensor Tester 78%

A B C D 1 1 2 2 Hi-limit Sensor Temp Sensor 75 degF 75 degF 51K 24K 94 degF 115 degF J1 33K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 33K 3 No Flow Flow Sensor Good Flow Interlock Jumper 3 J6 sensor connector - back side 4 33K = approx 75 degF 33K || 51K = 20K = approx 94 degF 33K || 24K = 14K = approx 115 degF 13 11 7 14 8 3 1 4 2 4 5 5 OPTIMA 850 LCD Sensor Test Cable A B C D Created with novaPDF Printer (www.novaPDF.com).

https://www.pdf-archive.com/2016/06/15/optima-850-lcd-sensor-tester/

15/06/2016 www.pdf-archive.com

Escort Contract 78%

________________________________________ ________________________________________ ________________________________________ ________________________________________ ________________________________________ ________________________________________ ________________________________________ ________________________________________ ________________________________________ ________________________________________ ________________________________________ ________________________________________ Create PDF files without this message by purchasing novaPDF printer (http://www.novapdf.com)

https://www.pdf-archive.com/2016/10/12/escort-contract/

12/10/2016 www.pdf-archive.com

Tool Post Assembly - Sheet1 78%

AISI 1045 NEXT ASSY USED ON NAME FINISH APPLICATION MULTIPLE DO NOT SCALE DRAWING 2 You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) CHECKED DAVID C 29/11/16 TITLE:

https://www.pdf-archive.com/2017/01/12/tool-post-assembly-sheet1-1/

12/01/2017 www.pdf-archive.com

Panel 2 78%

Ref Design Calculations ONE-WAY SPANNING SLAB (PANEL 5) 12.92 N/mm2 BS 8110 1725 Output mm Depth of slab Span of Slab 150 mm 1725 mm 2 25 N/mm 2 410 N/mm 25 mm 12 mm 3 2400 kg/m 119 mm Characteristic strength of concrete Characteristic strength of steel Concrete Cover Diameter of Main bar 3.4.4.4 Concrete Density Effective Depth LOADING Slab Self Weight Partition allowance Finishes Total Dead load Imposed Load Ultimate Dead Load Moment K= Lever arm, z,     3.6 1.2 1.0 5.8 3 12.92 4.81    Area of steel required, Provide kNm 0.0136  0.95 d 113.05 mm M 0.95 f y z  A s Y 2 N/mm 2 N/mm 2 N/mm 2 N/mm 2 N/mm2 N/mm 12 at  250 452.6  109.14  Minimum reinforcement area 195 Distribution Reinforcement 0.13% ℎ As(req) 195  a t Provide 12 300 Y 377.14 Deflection Check Basic 26   Table 3.9   Moment redistribution factor Tension reinforcement area provided Tension reinforcement area required 1.0 452.57 109.14    fs Design service stress  Table 3.10 3.12.11.2.7  Modification factor Permissible Actual Crack Check Allowable crack width  2 f y Asreq 3Asprov * 1 b 2 65.91 N/mm 0.34 0.55  (477  fs )  2.0 M ) bd2 120(0.9   52.00 14.50   2.00 3d OK 357 OK You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

https://www.pdf-archive.com/2017/06/11/panel-2/

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

Transaction ID #E1D6642753D012 46%

An evaluation version of novaPDF was used to create this PDF file.

https://www.pdf-archive.com/2015/10/28/transaction-id-e1d6642753d012/

28/10/2015 www.pdf-archive.com