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TDII - MDM (v2) 100%

MOMENT DISTRIBUTION METHOD Various Methods of Application by Cliff Leung In this set of notes, three methods of applying the moment distribution method are presented:

https://www.pdf-archive.com/2012/10/18/tdii-mdm-v2/

18/10/2012 www.pdf-archive.com

micromoments-guide-to-winning-shift-to-mobile-summary 97%

Your Guide to Winning the Shift to Mobile To win in mobile, you have to be there whenever consumer needs arise and deliver messages and experiences that meet their needs in the moment.

https://www.pdf-archive.com/2016/10/28/micromoments-guide-to-winning-shift-to-mobile-summary/

28/10/2016 www.pdf-archive.com

Panel 1 96%

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 96%

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 96%

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

Panel 6 95%

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

srparadox 92%

After a while both clocks arrive in the proximity of each other, like in figure 2, which represent the zero syncronization moment.

https://www.pdf-archive.com/2015/06/26/srparadox/

26/06/2015 www.pdf-archive.com

Flexible Parallel Robots, IEEE 91%

CONSTANT CURVATURE ASSUMPTION We assume that the internal moment of each leg is instantaneously constant everywhere along the arc length of that leg.

https://www.pdf-archive.com/2013/11/27/flexible-parallel-robots-ieee/

27/11/2013 www.pdf-archive.com

MusicAndMemories 90%

Thinking about the time when you got the first album of your favourite band already conjures up certain memories of that specific moment, but you can also use that moment as a starting point to think of what else you were doing back then.

https://www.pdf-archive.com/2011/03/29/musicandmemories/

29/03/2011 www.pdf-archive.com

The insta-gratitude mindset 90%

When you study photography at school (well in my day anyway LOL) you first learn how to use a pin hole camera, like our ancestors, you go to the dark room and hope you haven't over or under exposed the moment.

https://www.pdf-archive.com/2017/05/11/the-insta-gratitude-mindset/

11/05/2017 www.pdf-archive.com

Mosty Obliczenia 24maja 90%

Moment zginający wspornika tw ≔ 30 cm aw ≔ 138 cm lw ≔ aw + 0.5 ⋅ tw = 1.53 m x1 ≔ 1.53 m tx ≔ 0.33 ⋅ lw = 0.505 m b'm1 ≔ tx + 1.5 ⋅ x1 = 2.8 m Mc ≔ 19.60 kN ⋅ m Obwiednia obciążeń stałych MG.Ed.przęsło ≔ 22.31 kN ⋅ m MG.Ed.podpora ≔ -63.93 kN ⋅ m 9 4.

https://www.pdf-archive.com/2018/05/24/mostyobliczenia24maja/

24/05/2018 www.pdf-archive.com

QUANTUM MECHANICAL SPIN Krista Khiangte 89%

Linear motion lamah thil rih zawng – mass leh velocity kan puntir ang chiah khan moment of inertia leh angular velocity kha kan pun tir veleh mai thin a nih kha… Tunah Bohr’s atomic model-ah khan let leh ta ila.

https://www.pdf-archive.com/2020/02/01/quantum-mechanical-spinkrista-khiangte/

01/02/2020 www.pdf-archive.com

Getting in the Present Moment - Clippings 2015 88%

GREEN HEDGES SCHOOL 16 getting in the Present MOMENT IT IS FRIDAY MORNING IN GRADE 2, time for the weekly spelling test.

https://www.pdf-archive.com/2016/06/05/getting-in-the-present-moment-clippings-2015/

05/06/2016 www.pdf-archive.com

review-graphene-magnet 88%

There are many examples of physical systems with a stable magnetic moment in the ground state.1, 3, 12, 17 These systems are the atoms, molecules and ions with an odd number of electrons, some molecules with an even number of electrons (O2 and some organic compounds) and atoms (ions) with an unfilled (3d−, 4f −, 5f −) shells.

https://www.pdf-archive.com/2013/10/24/review-graphene-magnet/

24/10/2013 www.pdf-archive.com

Scan Doc0006 87%

logische nächste Frage - und was war dein schönster Moment?

https://www.pdf-archive.com/2015/02/17/scan-doc0006/

17/02/2015 www.pdf-archive.com

Formelsammlung TM 87%

resultierendes Moment x R:

https://www.pdf-archive.com/2012/01/25/formelsammlung-tm/

25/01/2012 www.pdf-archive.com

Booklet 86%

1 stonemilker 2 lionsong 3 history of touches 4 black lake 5 family 6 notget 7 atom dance 8 mouth mantra 9 quicksand show me emotional respect i have emotional needs i wish to synchronize our feelings 1 stonemilker a juxtapositioning fate find our mutual coordinate what is it that i have that makes me feel your pain like milking a stone to get you to say it 9 months before moments of clarity are so rare i better document this at last the view is fierce all that matters is who is open and who has shut up and if one feels closed how does one stay open who is open chested and who has coagulated who can share and who has shut down the chances we have emotional needs i wish to synchronize our feelings show some emotional respect once it was simple one feeling at a time it reached it’s peak then transformed these abstract complex feelings i just don’t know how to handle them should i throw oil on one of his moods but which one make the joy peak humour peak frustration peak anything peak for clarity 2 lionsong 5 months before maybe he will come out of this maybe he won’t somehow i’m not too bothered either way maybe he will come out of this loving me maybe he will come out of this i smell declarations of solitude maybe he will come out of this maybe he will come out of this loving me maybe he won’t i’m not taming no animal maybe he will come out of this vietnam vet comes after the war lands in my house this wild lion doesn’t fit in this chair maybe he will come out of this maybe he won’t somehow i’m not too bothered either way maybe he will come out of this loving me maybe he won’t i’m not taming no animal maybe he will come out of this i refuse it’s sign of maturity to be stuck in complexity i demand clarity either way maybe he will come out of this somehow i’m not too bothered i’d just like to know 3 history of touches i wake you up in night feeling this is our last time together therefore sensing all the moments we’ve been together being here at the same time every single touch we ever touch each other every single fuck we had together is in a wondrous time lapse with us here at this moment the history touches every single archive compressed into a second all with us here as i wake you up 3 months before i wake you up in the middle of the night to express my love for you stroke your skin and feel you naked i can feel all of you at same moment

https://www.pdf-archive.com/2015/01/21/booklet/

21/01/2015 www.pdf-archive.com

Diss V Schwachmeyer 85%

For the hip measurements, the torque Mtors around the implant stem axis and the bending moment Mbend in the implant neck were additionally computed in percent of the patient’s bodyweight times meter (%BW*m).

https://www.pdf-archive.com/2016/11/15/diss-v-schwachmeyer/

15/11/2016 www.pdf-archive.com

An Unreliable Witness Read 5555cefb22b52-2 85%

(in script only, narration) AMW Alice May Williams i It is the present moment.

https://www.pdf-archive.com/2015/11/16/an-unreliable-witness-read-5555cefb22b52-2/

15/11/2015 www.pdf-archive.com

TFTW 02-25-2016 85%

After a moment’s hesitation, JAMES brings out the source of the clinking -- a locket.

https://www.pdf-archive.com/2016/09/04/tftw-02-25-2016/

04/09/2016 www.pdf-archive.com

blackbird 84%

you were only waiting for this moment to arise ...

https://www.pdf-archive.com/2019/11/11/blackbird/

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

info booklet 84%

CATCH THE MOMENT - EXPLORE EASTERN EUROPE Information Booklet EASTERN EUROPEAN SUMMER SCHOOL 2013 1-10 August, 2013 Bakuriani, Georgia Booklet contents Eastern European Summer School...................................................................................................................3 Geogia................................................................................................................................................................5 Page 1 of 8 CATCH THE MOMENT - EXPLORE EASTERN EUROPE Tbilisi.................................................................................................................................................................6 Bakuriani............................................................................................................................................................7 How to reach Georgia?

https://www.pdf-archive.com/2013/05/18/info-booklet/

18/05/2013 www.pdf-archive.com

Mathcad - Lab7 - Derivation 84%

h ho x a F1 F2 L Find MOR Solving Reactions F1 , F2 Sum of moments about roller connection therefore F1 ⋅ L = F⋅ a Sum of forces in the y direction F⋅ a therefore + F2 − F = 0 L F⋅ a Fa = L F⋅ a a F2 = F − = F⋅  1 −  L L   Shear (Top) and Moment Diagram (Bottom) Fa/L (Fa(L-a)/L) Moment is simply integral of Shear M peak = F⋅ a L ⋅ ( L − a) F(1-a/L) Now Solve M(x), moment as a function of x M 1 ( x) = m⋅ x + b Note, b here is the intercept b =0 m= M 1 ( x) = F⋅ a L F⋅ a L FOR 0 <

https://www.pdf-archive.com/2014/05/31/mathcad-lab7-derivation/

31/05/2014 www.pdf-archive.com

Pursuit Daily Advent Prayer Devotional 84%

Lord Jesus, in this moment of prayer, free me from the distractions of the day so that I may be deeply present to you and myself, for the sake of the world around me.

https://www.pdf-archive.com/2016/11/27/pursuit-daily-advent-prayer-devotional/

27/11/2016 www.pdf-archive.com