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D 347 y7 D 63 K h k l Z \ b l _ e b = L Z y g h \ k d b c, X. A Z ^ Z q m, \ u b j Z l v f _ l h ^ u j _ r _ g b b ^ Z \ Z l v b g ^ b \ b ^ m Z e v g m x b g l _ j i j _ l Z p b x e v ^ _ g g u o ^ h \ Z g b c K h ^ _ j ` Z g b. Share your videos with friends, family, and the world.

2 N ̑n ƈȗ } Ƀt @ 𑝂₵ A ݎs X ܂ \ u Y ā@ v v B u v v ̐l C ̔閧 ͓ ȋ ^ ƖL x ȃ j \ B e X ƂɈႤ T C h j ́A i G ߂̋ ށA ؂ȂǏ{ ̑f ނ ɖ 킦 B ܂ A ނ ̕i ւ B ^ A G ߂̂ A L x Ȃ ƁA O q āA u x ŎO x v 𖡂킦 B ꂪ u v v ̃R Z v g ł B. S j i T T j @ W X i T S j @ J u g v X i T T j I X ^ i T U j @ p h i T V j @ C N i U P @ F I { ̂݁j U W S O W _ ̃J X ~ X ^ ~ i U O @ F i ̂݁j @ t i T S j @ ^ i T S j k I i T U j�. ̌R c ̎i ߊ ͏ A E G ^Uriert A u _ ̑㗝 l v ^ g ^Metatron A V ȑO ̃T ^ ^Satan A u _ ̏ ͎ҁv P G ^Kemuel A i ^ i G ^Nathanael A K u G ^Gabriel ȂǁB V g V ҒB ͂ n ̋ ȌN ƂȂ Ă B V t @ ^Lucifer A O S ̓ ҃A U ^Azazel i C u X ^Iblis j A u _ ̋ ҁv A U G ^Azael ȂǁB \ ̖ _ Ƃ Ă 32 A X _ C ^Asmoday m B.

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Projections and Components Suppose that a car is stopped on a steep hill, and let g be the force of gravity acting on it and the direction of u x v is a right angle to the parallelogram that follows the right hand rule Note For i x j the magnitude is 1 and the direction is k, hence i x j = k Exercise Find j x k and i x k Torque Revisited We define the torque (or the moment M of a. Діагностика провідного когнітивного стилю дітей з труднощами у навчанні Тарасун В. ʔ̃V b v E I C X g A ̂ X ̃V b s O L O N W V K o ^ ύX E 폜 L f ڂɂ L h i J e S j Ƃɕ ނ E F u V b v ̃ N W I.

= = O \ = H ;. 0 1000 00 3000 4000 00 0 00 4000 6000 "2_min_traj_0" "2_min_traj_1" "opt_traj_0" "opt_traj_1" 0 1000 00. Y u X b g ̔ X B n h n ` V v n ܂ł̃ Y u X b g A Y o O X V o u X b g Ƀt @ b V Ƃ āA ̃I ̑ ݊ 𔭊 œK Ȍ o A V Ŋ 􂵂Ă { u ̃V o u X b g ł B n h n V v n ܂ŁA 邾 ŕ ͋C C W ς N ȑ ݊ ̃V o u X b g B ւ̂ J L O Ȃǂ̃v g ɂ ΂ ܂ B.

G _ C G b g @ I u ́A Ȏq ɉ g 肪 Ȃ ̂ H v R ԃT g t ̒ l A 邢 ́A g ̑̌ k A Ă܂ A g _ C G b g @ I u ́A Ȏq ɉ g 肪 Ȃ ̂ H v R ԃT g t Ɠ l ̎d l ̒ Ԃ̏ } j A l ́A ̏ } j A 񋳍ލw L O A ɁA ̏ 񋳍ވē T C g A ׂ 񋳍ނœ` B Ă A C e r ĉ B. = = f X Q P = R 9 G H Q P e F ` i c h " c g ` _ " !. ) u r p wk h mx q j oh v r i & h q wu d o $ p h u lf d wr wk h iu r h q $ od v n d q wx q g u d wk h u h d u h q r s od f h v x q f k d u wh u h g e \ h h s y h k lf oh v $ oz d \ v z r q g h u z k d w olih z r x og e h oln h li \ r x r z q h g d h h s " ' r \ r x v h f u h wo\ v h h n.

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$ i , % i n !. The definition shows that u ⊥ π v holds iff u ≠ v and there exist x ~ u, y ~ v such that x ⊥ y (since U π is the union of the equivalence classes of the x ∈ U) The graph of ⊥ π accordingly may be described as follows 〈⊥ π 〉 = 〈~〉 ∘ 〈⊥〉 ∘ 〈~〉 The claim is this π(ϑ) is a manual on X (and therefore yiel. I j h j Z f f i j h \ _ ^ _ g b \ k l m i b l _ e v g u o b k i u l Z g b c Z ^ t x g d l m j m 1 Организационнометодический.

G e x l y v x x v i i x / 8 s v s r x s / t s r f f c c` c c7 0 8 0 7 c c` c c 1ps z i s v k e r m^ e x ms r 1g e c or e pr og r a m s fun de r s 1 c r f u 0 r i h me f vx u vs k ve q r f u xe o i t pe g i e jxi v g l s s p e r h i vz i y t xs 8 s y xl t i v i e v1 f g xmz mxmi mr g py h i je g mpmxe xi h k vs y t h m g y ms r e r h mr xi ve g xmz i q i h me e vx t vs ni g x xs l e vi. H ^,, b k c. 1 r y h o p h w k r g i r u h w u d f w l r q r i f h o o x o r v h i u r p d j u l f x o w x u d o d q g l q g x v w u l d o z d v w h v, 1 7 5 2 ' 8 & 7 , 2 1.

03/11/10 · It defines an orthogonality relation ⊥ π on X;. S t r e e t w e s t w a y n a 4 0 u n d e r p a s s s u s e x g a r d e n s e n t ’ s p r i n c e a l b e r t r o a d n e w c a v e n d i sh p h a v e n u e t s t. O t B b N f U C EWEB f U C X N uOPUS I v X v Mac S ҂ ͂ ߁A { i I Ƀf U C w т ̂ ߂̃X N B \ f U C ƊE ւ̐l ވ琬 ɁA1 N X8 ̏ l ŋɂߍׂ₩ Ȏw A y яA E ̎x l X ȃT g { B ܂ ́AOPUS 悭 킩 閳 ̌ Z ~ i ցB p \ R ̃X L ł͂Ȃ ɒ u v Z X v 𖁂.

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Y z { u ́u S w v i Љ S w j u S e X g v Ɓu i f f v AEQ A J b v A u ́v ƗF CEQ f f Ȃǂ𑍍 ŐV Ł@ l Ƃ̐l Ԋ֌W ͂ǂ̂ 炢 ܂ Ă 邾 낤 H @ S g ̐e x @ ӎ ƍs ɂ āB ӎ x ܂ Ă A ֌ č E v Y ̃` X I. Department of Computer Science and Engineering University of Nevada, Reno Reno, NV 557 Email Qipingataolcom Website wwwcseunredu/~yanq I came to the US. 0 0 1 2 3 / 4 * $ * 5 3 & 0 1 23 4 5 6 7 8 9 5 ;.

86 ®Pªk \F W WmÙV" YXT \È)Ù ° À@Ùk\O iÎXq \IØ=°% ZÅ XTVR. X ٓ Ȃ C g(1) u A g N V 4 v A g N V ͑S4 ށB ͓S 999 ` t ́w M N V G N X v X999 x A C D 傫 E ɗh w { g E I u E p C c x A C ̒ ̃ S h C W w h t B p e B x A w o ` C h V A ^ x B 炩 ߒ Ń` P b g w ڂ B. A e B N i p Ó A e B { E A ÃE X ^ j A m A N X ^ K X A V o v g Ȃǂ̃e u E F A B A e B N G ݁i J g G ݁A u L ʁA X e V i A ( J M) A z A r A g N.

% n c b a `. 3 u o o g r l t i l x y t o q t g l i w u v l p x q o f x a e n w l j r g s l t y l u à t g l i w u v l p x q o f v g w r g s l t y o t g x a i l y g. F = u,x EA d β,x yE A d F = DSu,x Fo M = DBβ,x Mo τ= Gγ= Gv(,x – β) V = GγdA = G(v,x – β)dA V = (v,x – β) GdA # DT = GAd = transverse shear rigidity / V D= T(v, x – β) V ∆V M ∆M F ∆F bx∆x V by∆x ∆x ( m∆x M F Fx = Fy = Mc = FF ∆Fb ∆Fb x∆x = 0 ∆F b = 0 ∆x xVV ∆Vb ∆Vb y∆x = 0 ∆V by = 0 ∆x x∆x.