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PENYELESAIAN BUKU FISIKA KLAS XIA (2019- 2020)



BUKU PINTAR BELAJAR FISIKA



SMA/MA XI A



SEMESTER Ganjil 2019/2020



SAGUFINDO KINARYA Kunci Jawaban:an Fisika XIA



1



Sagufindo Kinarya



10 N



5. UJI KOMPETENSI KESETIMBANGAN DAN DINAMIKA ROTASI



4N



SOAL PILIHAN 9N



1. Dengan menentukan momen gaya yang terbesar Jawaban : D



ฦฉ ๐œ = -10 . 5 . 10-2 - 5โˆš2 . 5โˆš2 . 10-2 - 10 . 5 . 10-2 โ€“ 4 . sin-2 + 9 . 5 . 10-2 = - 50 . 10-2 โ€“ 50 . 10-2 โ€“ 50 . 10-2 - 20 . 10-2 + 45 . 10-2 = - 170 . 10-2 + 45 . 10 -2 = - 125 . 10-2 = - 1,25 Nm = 1,25 Nm (Arah berlawanan jarum jam)



3. ฦฉ ๐œ = F2 (3+x) โ€“ F1 . 3 9,6 = 8 (3+x) โ€“ 8 . 3 9,6+24 = 24+8x 9,6 = 8x X= 1,2 m Jawaban : D



Jawaban : E F2 = 10โˆš2 N



4. FA = 10N A



45 ฬŠ



30 ฬŠ



Poros



A 53 ฬŠ



B



B



C



10 cm



D 10 cm Poros



FB = 20N



F3 = 20N



AB = 2AC = 1,2 m AC = 2AP CB = AC



ฦฉ ๐œ D = - F1 sin53 . 40 . 10-2 + F2 sin45 . 20 . 10-2 + F3 . 10 . 10-2 4 1 = - 10 . 5 . 0,4 + 10โˆš2 . 2โˆš2 . 0,2 20 . 0,1 16 =+2โ€“2 5 = - 3,2 Nm (arah berlawanan dengan putaran jarum jam) Jawaban : D



ฦฉ ๐œ = FB . BP + FA . AP โ€“ FC sin30 . CP = 20 . 0,9 + 10 . 0,3 โ€“ 20 . ยฝ . 0,3 = 18 + 3 โ€“ 3 = 18 Nm



Jawaban : C Kunci Jawaban:an Fisika XIA



20 cm



6.



FC = 20N C



10 N



5โˆš2



2. Karena gaya di P dan di R sama besar serta arahnya berlawanan. Jawaban : B



P



45 ฬŠ



1



Sagufindo Kinarya



7.



10. Jawaban : Karena besar gaya tidak ada, maka tidak bisa dikerjakan.



F = 280 N 0 20 cm



20 N



30 N



Jawaban : D



โˆ‘ ๐œ๐‘œ = 30.0,2 + 20.0,4 โ€“ 280.0,05 = 0 Jawaban : A FA = 20N A



F2 = 5 N



A



30 ฬŠ 1



1m



C



B



Poros



1m



F1 = 2 N



FB = 10N



D



C



B



2



1



E 30ฬŠ 1m



1m



F



1m



Poros



ฯ„D = โˆ’ฯ„A + ฯ„B โˆ’ ฯ„F



AP : AC : AB = 1:2:4 AB = 1,2 m โˆ‘ ๐œ๐‘ = FA . 0,3 + FB . 0,9 โ€“ FC sin30 . 0,3 1 = 20 . 0,3 + 10 . 0,9 โ€“ 20 . 2 . 0,3 = 12 Nm



= โˆ’ FA . r A + FB . r B โˆ’ FF . r F = -2.3 + 5.2 โ€“ 1 . 2 = 2 N.m Jawaban : A 13. Jawaban : Karena mA dan mB tidak diketahui, maka tidak bisa dikerjakan.



Jawaban : A 9.



F3 = 2 N



12.



FC = 20N



P



a



4 . 10 . 0,12 = = 0,2 kg. m2 2



40 cm



8.



m . g . r2



11. I =



5 cm



F1 = 20N



100 cm



14. Jawaban : tidak ada jawabannya. Karena jawabannya 254 kgm2.



O 40 cm



F2 = 10N



15. ๐ผ = 2 โˆ™ 0,22 + 3 โˆ™ 0,32 = 0,35 ๐‘˜๐‘”. ๐‘š2 Jawaban : E



F3 = 40N



โˆ‘ ฯ„o = 20.0,7 + 40.0,7 โ€“ 10.0,3 = 39 Nm



16. ๐ผ = ๐‘š๐‘Ž2 + ๐‘š. (2๐‘Ž)2 = 5๐‘š๐‘Ž2 Jawaban : C



Jawaban : B Kunci Jawaban:an Fisika XIA



2



Sagufindo Kinarya



17. I = 4. 22 + 4. 12 + 2. 22 + 2. 42



23. ฯ„ = I.ฮฑ a ฯ„ = I.R I = ฯ„ . R a-1 Jawaban : Tidak ada di option



I = 16 + 4 + 8 + 32 = 60 kg. m2 Jawaban : E 18. Pada buku paket, berada di nomor 17 kedua



24.



1



F = 21 N



f



โˆ‘ ๐œ = ๐ผ. ๐›ผ ๐‘Ž



โˆ‘ ๐œ = ๐‘š๐‘…2 . 2 ๐‘… ๐‘Ž = 20 ๐‘š. ๐‘  โˆ’2 Jawaban : C



ฯ„



= I.ฮฑ 1



a



2



R



f . R = mR2 1



f =2ma



19. 0,2 kg



l1 4m



l2



F โ€“ f = m.a



0,6 kg



F-



8m



1 2



a = โˆ‘ ๐ผ = 0,2 . 42 + 0,6 . 82 = 0,2 . 16 + 0,6 . 64 = 3,2 + 38,4 = 41,6 kgm2 Jawaban : B



2F 3m



=



2.21 3.5



= 2,8 m/s2



Jawaban : Tidak ada di option IA ๏ทA = (IA + IB) ๏ท



25.



๏ทA



20. ๏ด = I . ๏ก F.R = ฮฒ.ฮฑ ๐›ฝ. ๐›ผ ๐น= = ฮฒ . ฮฑ . Rโˆ’1 ๐‘… Jawaban : D



=



IA . ฯ‰A I A ๏€ซ IB



Jawaban : A 26. ๐ผ1 . ๐œ”1 = ๐ผ2 . ๐œ”2 6.9 = ๐ผ2 . 12 ๐ผ2 = 4,5 ๐‘˜๐‘”. ๐‘š2 Jawaban : D



21. Jawaban : E 22. โˆ‘ ฯ„C = FA . AC โˆ’ FB . BC = 10 .0,4 โˆ’ 20 .0,2 = 0 Jawaban : A Kunci Jawaban:an Fisika XIA



m a = m.a



27. ๏ทt 0 ๏ก 3



= ๏ทo + ๏ก t = 20 + ๏ก . 10 = - 2 put/s Sagufindo Kinarya



๏ก



32. ๏ทo = 20 rad/s ฮธ = 100 rad ๏ทt = 60 rad/s I = 4 kg m2 ฯ„ = ...... ? ๏ทt2 = ๏ทo2 + 2 ๏ก ฮธ 3600 = 400 + 2 ๏ก . 100 ๏ก = 16 rad/s2 ฯ„ = I . ๏ก = 4 . 16 = 64 Nm Jawaban : D



= - 2 . 2ฯ€ rad/s = - 4 ฯ€ rad/s =I.๏ก = 5 . 10-3 . 4ฯ€ = 2ฯ€ .10-2 Nm



๏ด



Jawaban : B 28. Jawaban : D 29. Erotasi = ยฝ I ฯ‰2 =



1 1 ฮ‡ ฮ‡ m r2 ๏ท2 2 2



33. I = ฮฒ ฯ„ = I .ฮฑ F.R=ฮฒ.ฮฑ ฮฑ = F . R . ฮฒ-1 Jawaban : D



2



๏ƒฆ 32 . 2ฯ€ ๏ƒถ 1 1 ๏ƒท = ฮ‡ ฮ‡0,4.(12.10-2) ๏ƒง 2 2 ๏ƒจ 60 ๏ƒธ = 1,6 . 10-2 Joule Jawaban : Tidak ada di option 30. EmA = EmB EkR + Ek + m g h = C



34. m = 8 kg v = 15 m/s Vb = 5 m/s EK tot = ?



EK tot = E K rot + KK t 1 1 = 2 . I . โต2 . + 2 m v2



Va = 10 m/s



1 1



1



๐›ผ



1



= 4 . mv2 + 2 . mv2 3



= 4 . mv2



ยฝIฯ‰2 + ยฝmv 2 + m g h = C 2 vA = vB2 + gh 102 = 52 + 10 โ„Ž h = 7,5 h 7,5 s= = = 12,0 m sin ฮฑ 0,6 Jawaban : C



3



= 4 . 8 . 152 = 1350 J Jawaban : B 35. F = 20 N m = 0,5 kg R = 20 . 10-2 m ๏ด = ......? ๏ด = I.๏ก = m r2 . ๏ก



31. Soal salah



Kunci Jawaban:an Fisika XIA



1



= 2 . 2 . mr2 . โต2 + 2 . mv2



s



4



Sagufindo Kinarya



=



1 a ฮ‡ (20 . 10-2)2 ฮ‡ 2 R



38. IA = 8 kg m2 m = 2 kg I0 = ......? 1 IA = 3 mR2



F 1 m -4 = ฮ‡ 400 ฮ‡ 10 ฮ‡ 2 R 20 = 200 . 10-4 . 1 ๏€ญ2 2 . 20 .10



8.3



R = โˆš 2 =โˆš12 m 1



= 0,4 Nm Jawaban : C



1



I0 = 12 mR2 = 12 2(โˆš12)2 = 2 kgm2 Jawaban : A



36. F . R = I . ฮฑ SOAL URAIAN 1. ๏“ฯ„ = F1 โ„“1 โ€“ F2 Sin 30o.โ„“2



F = I . ฮฑ . R-1 F = ฮฒ . ฮฑ . R-1



= 16 . 5 โ€“ 16 ฮ‡



Jawaban : D ( R kurang pangkat -1)



1 ฮ‡2 2



= 64 N/m 37.



2. ฯ„ 1



Mk =4kg ฯ„2



m2 =2kg m1 = 4kg



ฯ„3



( ๐‘š1 โˆ’ ๐‘š2 ) ๐‘” 1 ๐‘š1 + ๐‘š2 + 2 ๐‘š๐‘˜ (4 โˆ’ 2) 10 = 1 4+ 2 + 2.4 20 = 8



= F 1 โ„“1 =6.4 = 24 Nm, berlawanan putaran jarum jam =6.3 = 18 Nm, searah putaran jarum jam =6.0 = 0 Nm



๐‘Ž=



ฯ„4



3.



ฯ„



= F4 4 ๏€ซ 3 =6.5 = 30 Nm, searah putaran jarum jam 2



2



= F . Cos 60o . R



= 2,5 m/s2 Jawaban : D Kunci Jawaban:an Fisika XIA



5



Sagufindo Kinarya



=5ฮ‡



1 ฮ‡ 0,6 2



m2 = 2 kg



m1 = 11 kg



= 1,5 Nm



( ๐‘š1 โ€“ ๐‘š2 ) ๐‘” 1 1 ๐‘š1 + ๐‘š2 + 2 ๐‘š๐‘˜1 + 2 ๐‘š๐‘˜2 (11 โˆ’ 2) 10 ๐‘Ž= 1 1 11 + 2 + 2 . 2 + 2 . 2 90 = = 6 ๐‘šโ„๐‘  2 15 ๐‘Ž =



4. ๏“ ฯ„ o



= F1 R โ€“ F2 R = 10 . 0,3 โ€“ 6 . 0,3 = 1,2 Nm



5. a. I



= m . R2 = 1 . 0,92 = 0,81 kg m2



b. ฯ„



6. I =



= F . R = 0,08 . 0,9 = 0,072 Nm



9. Mk = 1 kg Mb = 2 kg rk = 50 cm = 0,5 m โบ =?



1 m R2 2 1 = . 80 . 4 . 10-2 = 16 kg m2 2



๐‘š๐‘ . ๐‘” 1 ๐‘š๐‘ + 2 ๐‘š๐‘˜ 2 . 10 ๐‘Ž = 1 2+ 2 . 1 = 8 ๐‘šโ„๐‘  ๐‘Ž =



7. ๏ก = 6t rad/s r = 4 cm a. aT = ๏ก . R = 6t . 4 = 6 . 2 . 4 = 48 cm/s2 b. v = ๏ท . R = โˆซ ๏ก . dt . R = 3 t2 R = 3 . 22 . 4 = 48 cm/s c. S



8.



๐‘Ž



โบ =๐‘… =



8 0,5



= 16 ๐‘Ÿ๐‘Ž๐‘‘โ„๐‘  2



= r . ฮธ = R โˆซ ๏ท dt = 4 โˆซ 3 t2 dt = 4t3 = 32 m



10. A. ๐‘Ž = mK2 = 2 kg



๐‘š๐‘ . ๐‘” . sin 37 1 2



๐‘š๐‘ + ๐‘š ๐‘˜



mK1 = 2 kg



=



Kunci Jawaban:an Fisika XIA



6



1 . 10 . 1



3 5



1+ 2 ๐‘…



Sagufindo Kinarya



=



6 1+



0,8 0,22



=



6 21



๐‘šโ„ 2 ๐‘ 



I=



=1,25 kg m2



B. T = m . g . sin37 โ€“ m . a = 1 . 10 . โ…— - 1 . 6โ„21 = 6 โ€“ 6โ„21 = 120โ„21 = 5,7 N 11.



L I.๏ท 12 . ๏ท



mR 2 ฮ”v ๏ƒ— 13. a. ฯ„ = I . ๏ก = R ฮ”t = 1. 0,6



= L' = I' . ๏ท' = 8 . ๏ท'



b. F =



8 ๏ท' 12 2 = ๏ท' 3



๏ท



=



EK ๏€ฝ ๏‚ข EK



๏€จ18 ๏€ญ 12๏€ฉ = 12 Nm 0,3



ฯƒ 12 ๏€ฝ = 20 N R 0,6



c. Ianguler =L' โ€“ L= I . ๏ท' โ€“ I . ๏ท = I (๏ท' โ€“ ๏ท) = I ๏„๏ท



๏ƒฆ ฮ”v ๏ƒถ ๏ƒท ๏ƒจ R ๏ƒธ



= m . R2 . ๏ƒง



I ฯ‰ 2 12 ๏€จ2 3 ๏€ฉ 2 ๏€ฝ ๏€ฝ 1 I๏‚ข ฯ‰๏‚ข 2 8 3 2 1



10 8



2



2



= m . R . ๏„v = 1 . 0,6 . (18 โ€“ 12) = 3,6 kg m2 rad/s



12. a.



T1 โ€“ W1 Sin 37o = m1 . a T1 โ€“ 150 . 0,6 = 15 . 2 T1 = 30 + 90 = 120 N



14. v =



b. W2 โ€“ T2 = m2 . a 200 โ€“ T2 = 20 . 2 T2= 200 โ€“ 40 = 160 N



a.



( T2 โ€“ T1 ) R = I ฮ‡



a R



=



4 . 9,8 . 14,70 . Sin 30 3



=



96,04 = 9,8 m/s



v = a=



2 (160 โ€“ 120) 0,25 = I ฮ‡ 0,25 10 = I . 8 Kunci Jawaban:an Fisika XIA



4 gh 3



96,04 = 3,27 m/s 2 .14,70



a. t = 7



2as



2s ๏€ฝ a



2 .14,7 = 9 sekon 3,27 Sagufindo Kinarya



1



b. ER =



2



1



. I . ๏ท2 =



V2 2 .I. R2



V2 = 2 . 2 mR . 2 R 1 = mR 1



1



2



4



1 . 0,3 . 96,04 4 = 7,203 Joule



=



15. V 2 = h = = =



2. g. h 1+k 2



=



2 . 10 . h 1+



2 5



7 V ๏ƒ— 5 20 7 202 ๏ƒ— 5 20



7 . 400 100



= 28 m



Kunci Jawaban:an Fisika XIA



8



Sagufindo Kinarya



T1



UJI KOMPETENSI KESEIMBANGAN DAN TITIK BERAT



๐‘‡



sin127o T1 0,8



100



2 = ๐‘ ๐‘–๐‘›143 ๐‘œ = sin90o



T



= 0,62 =



100 1



๐‘‡1 = 80 N dan T2 = 60 N SOAL PILIHAN



Jawaban : A



1. Sumbu x



3.



โˆ‘ Fx = 0



T



T 60o



60o



โˆ‘ Fx = โˆ’T1 . cos 30 + T2 . cos 60 0 = โˆ’T1 . ยฝโˆš3 + T2 . ยฝ Sumbu y



W=10 N



โˆ‘ Fy = 0



Gaya dalam arah sumbu Y : โˆ‘ ๐น๐‘ฆ = 0 2Tsin60๐‘œ = W 1 2T2 โˆš3 = 10 T = 5,8 N Jawaban : C



โˆ‘ Fy = T1 . sin 30 + T2 . sin 60 โˆ’ w 0 = T1 . ยฝ + T2 . ยฝโˆš3 โˆ’ 100 0 = T1 + T2 โˆš3 โˆ’ 200 Jawaban : E 2.



4. 502 = 502 + 502 + 2 . 50 . 50 . cos๐šน 502 = 502 + 502 + 2 . 502 . cos๐šน 502 - 502 - 502 = 2 . 502 . cos๐šน - 502 = 2 . 502 . cos๐šน 1 = cos ๐šน 2 ๐šน = 120o Jawaban : Tidak Ada di Option



100N



Kunci Jawaban:an Fisika XIA



9



Sagufindo Kinarya



5. m1



200 cm



7. m2



Z



o



90 o



150



50 cm 50 cm C



80 cm



120o



20 kg



WC . 0,5 = 200 . 0,2 40 WC = 0,5



m1 m2 ๏€ฝ o sin 120 sin 150o



WC = 80 N 80 MC = 10 = 8 kg



m1 m ๏€ฝ 2 1 1 3 2 2 m2 1 ๏€ฝ m1 3 Jawaban : A



Jawaban : B 8. โˆ‘ ฯ„๐ด = 0 W.ZA โ€“ Wc.AB = 0 100 . 4 โ€“ Wc . 5 = 0



6.



T sin 37o



T



Wc = 80 N



0,6 m



Jawaban : C



0,8 m



3 = WB ยท 1 2 3 mA ยท g = mB ยท g 2 2 mA = ยท mB 3 2 = ยท 45 = 30 kg 3



0,2 m



W b = 15N



9. WA ยท



2 kg



โˆ‘๐œ = 0



T sin 37 . 0,8 โ€“ 20 . 0,6 โ€“ 15 . 0,4 = 0



T.



3 5



.



8 10



= 12 + 6



T=



18 . 50 24



=



3 . 50 4



= 37,5



Jawaban : A



Jawaban : E



Kunci Jawaban:an Fisika XIA



10



Sagufindo Kinarya



10. ๏“ ฯ„ B = 0 NA.30 = WT . 20



20 = 10000 N 30



NA = 15000ยท ๏“Fy NA + NB 10000 + NB NB



13. T sin 30o . AB = 80. AB T = 160 N Jawaban : D 14. 50.x = 30 (160 โ€“ x) X = 60 cm Jawaban : D



=0 = WT



15. m batang . g . 1= T . 2 = 10 . g . 2 m batang = 20 Kg Jawaban : D



= 15000 = 5000 N



Jawaban : B



16. โˆ’๐‘‡ sin ๐œƒ . ๐ด๐ต + ๐‘Š. ๐ด๐ต + 1 ๐‘Š๐ต . ๐ด๐ต = 0



11.



2



100 cm



30o



1



๐‘Š + 2 ๐‘Š๐ต = ๐‘‡ sin ๐œƒ 1



30 + 2 . 18 = ๐‘‡ . 0,6 ๐‘‡ = 65 ๐‘ Jawaban : D



30o C 30 N



20 N



17.



ฮผ๏€ฝ



1 1 3 ๏€ฝ ๏€ฝ 2 tg ฮธ 2 4 3 8



Jawaban : C



AD = 100sin30o = 50 cm 18.



AC = 50sin300 = 25 cm



C



NC



AE = 100cos30o = 50โˆš3 cm โˆ‘ ฯ„๐ด = 0 30 . AD + 20 . AC = Tsin30o . AB



WO WT



30 . 0,5 + 20 . 0,25 = T . 0,5 . 1 15 + 5 = 0,5 T



B



20



T = 0,5 = 40 N Jawaban : C



๏ก



WO fg . A



A



A



๏“Fy = 0 NA = Wo + WT = 700 + 300 = 1000 N ๏“๏ดA = 0 NC.5sin๏ก=Wo.3cos๏ก+WT.2,5cos๏ก



12. ~T sin 30o . l = 8.10. ยฝ.l T = 80 N Jawaban : B Kunci Jawaban:an Fisika XIA



N



11



Sagufindo Kinarya



21. Jawaban : B



3 3 + 300.2,5. 5 5 NC = 427,5 N ๏ญ . N A = NC 427,5 ๏ญ = = 0,4275= 0,43 1000 Jawaban : B NC .4 =700.3.



22. Dari gambar sudah jelas Z 0 = (4;3) Jawaban : D 23. Jawaban : Tidak bisa dikerjakan karena AD tidak diketahui 24. ๐‘ฆ1 = 5 ๐‘๐‘š ๐‘ฆ2 = 5 + 10 = 15 ๐‘๐‘š ๐ด1 = 200 ๐‘๐‘š2 ๐ด2 = 300 ๐‘๐‘š2 ๐‘ฆ .๐ด +๐‘ฆ .๐ด ๐‘ฆ0 = 1 1 2 2



19. m . g = 5 . sin30o m . 10 = 5 . 0,5 m = 0,5 . 0,5 m = 0,25 kg Jawaban : D



๐ด1 +๐ด2 5.200+15.300



๐‘ฆ0 = 200+300 Jawaban : C



20.



= 11 ๐‘๐‘š



25. I B



II 6



AB = BC =โˆš13



๏‚ท Z2 (2 ; 2) A2 = 16



= = =



tinggi



Y1 . A1 + Y2 .A2



2



=6



1



Y1 = 6 + 3.3 = 7 , Y2 = 3



20



= 2,6



๏‚ท Z0 = (2 ; 2,6)



Yo =



๐ด1.๐‘Œ1 +๐ด2 ๐‘Œ2 ๐ด1 +๐ด2



=



6.7+24.3 6+24



= 3,8



Jawaban : C



Jawaban : Tidak ada di option Kunci Jawaban:an Fisika XIA



4.3



AACDE = A2 = 4 . 6 = 24



4 + 16 20 + 32



20



= โˆš13 โˆ’ 22 = 3



AABC = A1 =



A1 + A2 5 . 4 + 2 . 16



52



D 4



E 0



๏‚ท Z1 (2 ; 5) A1 = 4



๏‚ท Y0 =



C



A



12



Sagufindo Kinarya



2 . 16 โ€“ 2 . 4 =2 12 2 . 16 โˆ’ 1 . 4 1 x0 = = 23 12 Jawaban : E



26. Jawaban : A 27. Y1 = ยฝ . 6 = 3 A1 = 6 . 6 = 36



y0 =



Y2 = 3 + 23 .3 = 5 A2 = ยฝ . 6 . 3 = 9 Yo =



31. Dari gambar sudah jelas 1 ๐‘0 = (2,12)



๐ด1.๐‘Œ1 +๐ด2 ๐‘Œ2 ๐ด1 +๐ด2



3 . 36 โˆ’ 5 .9 = 2,33 36 โˆ’ 9 Jawaban : A



๐‰๐š๐ฐ๐š๐›๐š๐ง โˆถ ๐‚



y0 =



32. Z1 = (3 ; 1,5) cm A1 = 18 cm2 Z2 = (4,5 ; 4) cm A2 = 4,5 cm2 1,5 . 18 + 4 . 4,5 ๐‘ฆ0 = 18 + 4,5 27+18 = 22,5



28. ๐‘ฅ0 = 2 ๐‘๐‘š ๐‘ฆ1 = 3 ๐‘๐‘š ๐‘ฆ2 = 6 + 2 = 8 ๐‘๐‘š ๐ด1 = 24 ๐‘๐‘š2 ๐ด2 = 6 ๐‘๐‘š2 ๐‘ฆ .๐ด +๐‘ฆ .๐ด ๐‘ฆ0 = 1 ๐ด1 +๐ด2 2 1



2



3.24+8.6



๐‘ฆ0 = 24+6 = 4 ๐‘๐‘š Jawaban : A



= 2 ๐‘๐‘š Jawaban : Option jawaban tidak lengkap 33. ๐‘ฆ1 = 2 ๐‘๐‘š ๐‘ฆ2 = 2 ๐‘๐‘š ๐ด1 = 18 ๐‘๐‘š2 ๐ด2 = 6 ๐‘๐‘š2 ๐‘ฆ .๐ด โˆ’๐‘ฆ .๐ด ๐‘ฆ0 = 1 ๐ด1 โˆ’๐ด2 2



29. Z1 = (3;2) Z2 = (5;6) 2 . 24 โˆ’ 6 . 8 32 8 . (6 + 6) = 8 . (3 + 1) = 3 ๐‘๐‘š Jawaban : D ๐‘ฆ0 =



1



2



2.18โˆ’2.6



๐‘ฆ0 = 18โˆ’6 = 2 ๐‘๐‘š Jawaban : A



30. Z1 = (2,2) cm A1 = 16 cm2 Z2 = (1,2) cm A2 = 4 cm2 Kunci Jawaban:an Fisika XIA



13



Sagufindo Kinarya



SOAL URAIAN 3. Jarak Z ke tumpuan 1 Jarak anak ke tumpuan 2 Jarak tali ke tumpuan 3 .โˆ‘ ๐œ = 0 ๐‘‡. 3 = ๐‘Š๐ด . 2 + ๐‘Š๐ต . 1 ๐‘‡. 3 = 420.2 + 60.1 ๐‘‡ = 300 ๐‘ ๐‘š๐ต = 30 ๐‘˜๐‘”



1.



T2 T1 T3 T1 T2 ๏€ฝ o sin 75 sin 150o 20 T ๏€ฝ 2 0,97 0,5 T2 = 10,35 N



4. fg= ๏ญ . N = 0,4 . 7,5 . 10 = 30 N



fg W ๏€ฝ o sin 120 sin 150o 30 W ๏€ฝ 1 1 3 2 2



T3 T1 ๏€ฝ o sin 75 sin 135o



T 20 ๏€ฝ 3 0,97 0,71



W = 10



T3 = 14,64 N



m=



2. ๏ด= F . r . sin ๏ก a. ๏ด = 1,5 . 40 = 60 Nm b. ๏ด = 1,5 . 40 . sin 37o = 60 . 0,6 = 36 Nm c. ๏ด = 40 . 0 = 0 Nm d. ๏ด = 20 . 2 + 40 . 2 โ€“ 10 . 4 = 80 Nm



3



3 kg x



5.



A



B



WA=150 WBAT =300 WB=200 N N N WA . x + WBAT (xโ€“15)= WB (3โ€“x) 150 . x + 300 (xโ€“15)= 200(3โ€“x) 150 x + 300 x โ€“ 450 = 600 โ€“200x 650 x = 1050 x = 1,61 m



Kunci Jawaban:an Fisika XIA



14



Sagufindo Kinarya



6.



yo ๏€ฝ



C ๐‘‡ sin ๐œƒ



T ๐‘‡ cos ๐œƒ



yo ๏€ฝ



๐œƒ



A



10 .13 ฯ€ r ๏€ซ 3.12 ฯ€ r ๏€ซ ๏€จ- 2,5.10 ฯ€ r ๏€ฉ 13 ฯ€ r ๏€ซ 12 ฯ€ r ๏€ซ 10 ฯ€ r



130 ๏€ซ 36 ๏€ญ 25 141 ๏€ฝ ๏€ฝ 4,03 cm 13 ๏€ซ 12 ๏€ซ 10 35



B 1m



3m



9.



Titik pusat keping 1 (besar) sebagai acuan



๐‘Š๐ต



xo ๏€ฝ



โˆ‘๐œ = 0 ๐‘‡ sin ๐œƒ . ๐ด๐ต โˆ’ ๐‘Š๐ต . 3 = 0 ๐‘‡. 0,6 โˆ’ 100.3 = 0 ๐‘‡ = 125 ๐‘



0 ๏€ซ r .ฯ€r r2 ฯ€ r2 ๏€ฝ 2 2 22 ๏€ฝ 2 2 2 ฯ€ r1 ๏€ซ ฯ€ r2 ฯ€ . 2 . r2 ๏€ซ ฯ€ r2 2



7. Z1 = (2,5 ; 5) cm A1 = 30 cm2 Z2 = (5 ; 1) cm A2 = 20 cm2 2,5 . 30 + 5 . 20 ๐‘ฆ0 = 30 + 20



2



2



๏€ฝ



r2 ฯ€ r2 25 ๏€ฝ = 5 cm ๏€จ4 ๏€ซ 1๏€ฉ ฯ€ r22 5



Jadi letak titik berat gabungan 5 cm di kanan pusat lingkaran besar.



= 3,5 ๐‘๐‘š 10.



8.



yo ๏€ฝ



y1 A 1 ๏€ซ y 2 A 2 A1 ๏€ซ A 2



2R . 8R 2 ๏€ซ 5R . ฯ€ R 2 8R 2 ๏€ซ ฯ€ R 2



I. Kerucut



๏€ฝ



II. Silinder



๏€จ 16 ๏€ซ 5ฯ€ ๏€ฉ R . R 2 ๏€ฝ ๏€จ8 ๏€ซ ฯ€ ๏€ฉ R 2 ๏€ฝ



III. Setengah bola



yo ๏€ฝ



x 1 A1 ๏€ซ x 2 A 2 A1 ๏€ซ A 2



๏€จ16 ๏€ซ 5ฯ€ ๏€ฉ R 8๏€ซ ฯ€



y1 A 1 ๏€ซ y 2 A 2 ๏€ซ y 3 A 3 A1 ๏€ซ A 2 ๏€ซ A 3



Kunci Jawaban:an Fisika XIA



15



Sagufindo Kinarya



UJI KOMPETENSI ELASTISITAS 1. Tetapan pegas: k๏€ฝ



F



๏€ฝ



ฮ”x



25 0,05



๏€ฝ 500 N



6. Tetapan pegas: k๏€ฝ



2. ๐ผ1 = ๐ผ2



ฮ”x



ฮ”x 2



0,002



w



ฮ”x



๏€ฝ



10 0,02



=



0,16.10



๏€ฝ 500 N



m



= 40



x 0,04 80.40 3200



x=k =



120



0,16.10 160 6



T



=



160 6



= 0,06 m



Jawaban : C 8. ๐‘˜๐‘ = 2๐‘˜ 1 ๐‘˜๐‘ 



1



1



1



1



=๐œ‹+๐œ‹+๐œ‹ ๐‘˜



๐‘˜๐‘  = 3



1



1



1



1



= 2๐œ‹ + ๐œ‹ + ๐œ‹ + ๐œ‹



๐‘˜๐‘  =



2๐‘˜ 7 1



1



๐ธ๐‘ = 2 ๐‘˜๐‘ฅ 2 = 7 ๐‘˜๐‘ฅ 2 Jawaban : D m



9.



F 7 -2 ๏€ฝ 2๏€ฝ ๏€ฝ 1,4 . 10 m k 500



= 1,4 cm Jawaban: B Kunci Jawaban:an Fisika XIA



mn



w



๐‘˜๐‘ 



๏€ฝ 500 N



๏€ฝ



k T = 80+40 =



4. Tetapan pegas: 1



ฮ”x



7. k =



3. Jawaban : B



๏€ฝ



F



Jawaban : B



๏„l A 3 ๏€ฝ ๏„l B 1 dA 1 A 1 ๏€ฝ ๏ƒž A ๏€ฝ dB 2 BB 4 EA ๏€ฝ .............. ? EB E A ( F lo A ๏„l ) A AA ๏„l 2 ๏€ฝ ๏€ฝ E B ( F lo A ๏„l ) B AB ๏„l1 1 4 =4x ๏€ฝ 3 3 Jawaban: A



F



๐พ



K terbesar bila T terkecil Jawaban : C



m



Jawaban: B



k๏€ฝ



๐‘€



5. T 2 = 4๐œ‹ 2 . 4๐œ‹ 2 ๐‘š ๐พ= ๐‘‡2



16



1



1



F . x = 2 m . v2 2 F . x = m . v2 20 . 0,2 = 0,25 . v 2 4 = 0,25 . v 2 4 v2 = = 16 0,25 Sagufindo Kinarya



v = 4 mโ„s Jawaban : E



15. k p = k + k = 2k 1 ks



1



1



๐‘ 



3๐‘˜ 2 1



๐ธ๐‘ƒ = 2 ๐‘˜๐‘ฅ 2



1 3(1600)



= 2k



1 2k



3๐พ



17. Ks = 3+1 = 1200 N/m F = Ks . x = 1200 . 0,05 = 60 N Jawaban : A



12. ๐น = ๐‘˜. โˆ†๐‘ฅ ๐น 4 ๐‘˜= = โˆ†๐‘ฅ 0,1 = 40 ๐‘. ๐‘šโˆ’1 Jawaban : Tidak ada di option



18. E = 4 x 106 N/m2 A = 20 x 10-4 m2 ๏ฌ =5m ๏„l l o ๏ณ F E๏€ฝ ๏€ฝ A ๏€ฝ ๏ฅ ฮ”l lo A . ๏„l 1600 N/m Jawaban : C



13. Ep1 = ยฝ. F. โˆ†x Ep1 = ยฝ. 50.2 = 50 J Ep2 = ยฝ. 100.4 = 200 J Ep3 = ยฝ. 150.6 = 450 J Jawaban : C 14. Energi potensial: Ep = luas grafik



k = ....?



19. ๐œ = 2 x 106 N/m E = 2,5 x 108 N/m ๏„l = ........? ๏ฌ = 4 meter ๏ด ๏ด ๏ด . lo E๏€ฝ ๏€ฝ ๏€ฝ ๏ฅ ฮ”l lo ๏„l



๏€ฝ 1,6 Joule



2



atau energi potensial: Ep = ยฝ.k.x2 = ยฝ.F.x = ยฝ (40)(0,08) = 1,6 Joule



๏ด . lo



2 x10 6.4 ๏€ฝ ๏€ฝ 0,032 m ๏„l = E 2,5 x108 Jawaban : C



Jawaban : D



Kunci Jawaban:an Fisika XIA



1



F 30 = 1500 N/m ๏€ฝ ๏„x 2 x 10 -2 F = k .๏„x =1500 x 5,4.10-2= 81 N Jawaban : C



11. Jawaban : B



40 x 0,08



+ 2k



16. k =



โˆ’2 )2



= โˆ™ โˆ™ (7. 10 2 2 = 5, 88 ๐‘—๐‘œ๐‘ข๐‘™๐‘’ Jawaban : Tidak ada di option



=



1



k s = 2 k = 100 N/m 0,4 . 10 โˆ†x = = 0,04 m 100 Jawaban : B



1



10. ๐‘˜ = 3๐‘˜ + 3๐‘˜ ๐‘˜๐‘  =



=



17



Sagufindo Kinarya



20. ๐‘˜๐‘ก๐‘œ๐‘ก๐‘Ž๐‘™ = 1



3๐‘˜



F 3 = 75 N/m ๏€ฝ ๏„x 4 x 10 -2 Jawaban : B



24. K =



2



๐ธ๐‘ = 2 ๐‘˜. โˆ†๐‘ฅ 2 1 3 ๐ธ๐‘ = โˆ™ โˆ™ 200 โˆ™ (10=1 )2 2 2 = 1,5 ๐‘—๐‘œ๐‘ข๐‘™๐‘’ Jawaban : C ๐น



25. k1 = 400 N/m k2 = 400 N/m diperoleh : kp = 400 + 400 = 800 N/m ๏„x = 5 x 10-2 meter F = .......? F = k . ๏„x = 800 . 5x 10-2 = 40 N Jawaban : B



200



21. ๐‘˜ = โˆ†๐‘ฅ = 8.10โˆ’2 = 2500 ๐‘. ๐‘šโˆ’1 ๐‘˜๐‘ = 2500 + 2500 = 5000 ๐‘. ๐‘šโˆ’1 โˆ†๐‘ฅ = 8. 10โˆ’2 1 ๐ธ๐‘ = 2 ๐‘˜. โˆ†๐‘ฅ 2 1 ๐ธ๐‘ = โˆ™ 5000 โˆ™ (8. 10โˆ’2 )2 2 = 16 ๐‘—๐‘œ๐‘ข๐‘™๐‘’ Jawaban : C



26. Jawaban : C 27. K =



22. w1 = w kp = 2k ๏„x 1 = x jika diseri, maka : 1 1 1 2 ๏€ฝ ๏€ซ ๏€ฝ ks k k k 1 ks = k 2 w2 = .......? 2 w1 12 k P ๏„x P 2k . x2 ๏€ฝ ๏€ฝ ๏€ฝ4 1 k . x2 1 k ๏„x 2 w2 2 2 s s w2 = ยผ w 1 = ยผ w Jawaban : A



=



F โˆ†X 88 0,11



= 800 Nโ„m



Jawaban : A 28. Ep = ยฝ. F. โˆ†x 0,4 = ยฝ. 40. x X = 0,02 m F 40 k = X = 0,02 = 2000 N/m Jawaban : C 29. F = k . x 20 = k . 0,05 20 K = 0,05 = 400 Nโ„m ๏‚ท Ep =ยฝ . k . x2



F 1,2 = 200 N/m ๏€ฝ ๏„x 6 x 10 -3 Jawaban : A



23. k =



=ยฝ . 400 . (0,1)2 = 200 . 0,01 = 2 j Jawaban : A



Kunci Jawaban:an Fisika XIA



18



Sagufindo Kinarya



30. Jawaban: A



๏ฅ๏€ฝ



๏ด



E ๏„l ๏ฅ๏€ฝ l0



Karena identik pertama bukan panjang pegas sama.



๏€ฝ



800 ๏€ฝ 0,032 2,5 x 10 4



40 x10 ๏€ญ2 l0 ๏€ฝ ๏€ฝ ๏€ฝ 1,25 meter ๏ฅ 0,032 ๏„l



31. Jawaban: E ktotal = k + k + k + k



4. ๏ฅ1 = 0,5 % F1 = F



= 4k



๏ฅ2 = 2% F2 = ........?



๏ด FA F ๏€ฝ ๏€ฝ E E AE ๏ฅ ๏‚ปF ๏ฅ 1 F1 0,5% F ๏€ฝ ๏€ฝ ๏€ฝ ๏ฅ 2 F2 2% F2 F2 = 4F ๏ฅ๏€ฝ



SOAL URAIAN 1. F1 = 100 N ๏„x 1 = 2 cm = 2x10-2 meter ๏„x 2 = 5 cm = 5x10-2 meter F2 = ......? F 100 k = = 5000 N/m ๏€ฝ ๏„x 2 x 10 -2 F2 = k . ๏„x 2 = 5000 . 5x10-2 = 25



5. ๏ณ1 = 4x105 meter ๏„l2 = 0,02 meter ๏„l1 = 1 x 10-3 meter ๏ณ2 = ........? 1 ๏ด๏‚ป (silahkan buktikan) ๏„l ๏ด 1 ๏ด ๏„l1 W2 ๏€ฝ ๏€ฝ ๏ด 2 ๏ด ๏„l2 W1



2. ๏ฌ A E F ๏ณ ๏ฅ



= 2 meter = 10 mm2 = 10 x 10-6 m2 = 2,5 x 1011 N/m2 = 8 x 105 N = .......? = .......? F 8 x105 ๏€ฝ 0,8 x1011 N / m2 a๏ด ๏€ฝ ๏€ฝ -6 A 10 x 10 ๏ด 0,8x1011 ๏€ฝ 0,32 b. ๏ฅ ๏€ฝ ๏€ฝ E 2,5 x 1011



4 x10 5



0,02 ๏ด2 1x10 ๏€ญ3 ๏ด2 = 2 x 104 N/m2 6. ๏„x1 = 4 x10-2 meter ๏„x2 = 2 x10-2 meter W = 0,16 joule F2 = .........? W= ยฝ F . ๏„x 2 2W 2.0,16 F๏€ฝ ๏€ฝ ๏€ฝ 8N ๏„x 4 x 10 -2 F ๏‚ป ๏„x



3. ๏ณ = 800 N/m2 ๏„l = 40 x 10-2 meter E = 2,5 x 104 N/m2 l0 =.........? Kunci Jawaban:an Fisika XIA



๏€ฝ



19



Sagufindo Kinarya



F ๏‚ป ๏„x F1 ๏„x1 ๏€ฝ F2 ๏„x2 8 4 x10 ๏€ญ2 ๏€ฝ ๏€ฝ2 F2 2 x10 ๏€ญ2 F2 = 4N 7. k = 400 N/m g = 10 m/s2 m = 2 kg W = ............? ๏„x = F/k = 20/400 = 0,05 meter W = ยฝ . F. ๏„x = ยฝ . 20 . 0,05 = 5 joule 8.



w 20 ๏€ฝ = 400 N/m ๏„x 5 x10 ๏€ญ 2 Ep (system) ๏‚ฎ dengan acuan adalah saat pegas sedang ada beban, sehingga : Ep = ยฝ (400) (5 x 10-2)2 = 0,5 joule Ep (pegas) ๏‚ฎ dengan acuan saat pegas tanpa beban, sehingga : Ep = ยฝ (400) (10 x 10-2)2 = 2 joule k =



Kunci Jawaban:an Fisika XIA



20



Sagufindo Kinarya



0,04 0,1 vB ๏€ฝ 8000 10000 = 5.10-6 m3 =1.10-5 m3 m ๏€ซ mB 0,04 ๏€ซ 0,1 ฯ๏€ฝ A ๏€ฝ v A ๏€ซ vB 5 .10๏€ญ6 ๏€ซ 1.10 ๏€ญ5 = 9.300 kg/m3 Jawaban : D



4. v A ๏€ฝ



UJI KOMPETENSI FLUIDA TAK BERGERAK SOAL PILIHAN 1. v = 1000 โ„“t = 1000 dm3 = 1 m3 m = 789 kg m 789 ๏€ฝ ๏ฒ = = 789 kg/m3 v 1 Jawaban : B



5. P = ฯ g h = 1000 . 10 . 4,8 = 48.000 Pa = 48 kPa Jawaban : C



2. m = ๏ฒ . v =๏ฒ.Ah m = ๏ฒ . ฯ€ r2 . h 314= 1 . ฯ€ r2 . 10 314 r2 = = 3,16 cm 10 Jawaban : B



6. P = ฯ โˆ™ g โˆ™ h = 1000 . 10 . 2,5 = 25.000 N/m2 Jawaban : C 7. P = ฯ โˆ™ g โˆ™ h = 1200 . 10 . 12 = 144.000 Pa = 144 Kpa Jawaban : C



3. ๏ฒ air = 1gr/cm3 ๏ฒ x = ......? m air = 300 gr m x = 270 gr m=๏ฒv



ฯ1 m ๏€ฝ 1 ฯ2 m2



8. P = ฯ โˆ™ g โˆ™ h = 1000 . 10 . 2,5 = 25.000 N/m2 Jawaban : C



1 300 ๏€ฝ ฯ2 270 ๏ฒ2 = 0,9 gr/cm3 Jawaban : E m



v



Kunci Jawaban:an Fisika XIA



21



Sagufindo Kinarya



9. ๏ฒa . ha = ฯm . hm



V1 = V2 ๐œ‹r1 2 . h1 = ๐œ‹r2 2 . h2



1000 . 8 โ„Ž๐‘š = = 10 cm 800 Jawaban : D



802 . h1 = 2002 . 1 h1 = 6,25 m Jawaban : A



10. ๏ฒa . ha = ฯm . hm 0,92 . 10 โ„Ž๐‘š = = 1,53 cm 6 Jawaban : D



11. ฯm =



1000 . 7,2 7,2+42



15. PA = Po + 16 cmHg = 76 + 16 = 92 cmHg Jawaban : A



= 600 kg. mโˆ’3



16.



Jawaban : D 12. pb =



m .g ฯ€ . r2



22 . 9,8



pb =



22 7



.



0,72



= 0,014. 105 N. mโˆ’2



= ๐œ‹.202



F1 = 1 N Jawaban : B



14. F1 = = =



A1 A2



. F2



๐œ‹r1 2 ๐œ‹r2 2 802 2002



Kunci Jawaban:an Fisika XIA



vb



= 960 kg/m3



18. F = W - FA = mg - ๐œŒ๐‘ง๐‘’ . g . Vb = 4500 . 10 โ€“ 1025 . 10 . 3 = 45000 โ€“ 10 . 250 . 3 = 45000 โ€“ 30 . 750 = 14.250 Jawab : A



400



๐œ‹.12



= 1200 . 0,8



17. P = 1,06 . 10-3 . 10 . 1,7 = 18.020 Pa = 18 . 103 Pa Jawaban : B



F1 F ๏€ฝ 2 A1 A2 ๐น1



ฯc g v c = ฯc v c =



Jawaban : D



ฯm = 1 + 0,01 = 1,01 bar Jawaban : C



13.



ฯb g vb ฯb vb ฯb vb ฯb



19. Pada cairan A ๐œŒ๐ต = 900 ๐‘˜๐‘”. ๐‘šโˆ’3 2 ๐‘‰๐ต = 3 ๐œŒ๐ด . ๐‘‰๐ด = ๐œŒ๐ต . ๐‘‰๐ต



. F2 . 2000 = 320 N 22



Sagufindo Kinarya



2



24. FA = ฯ v g



๐œŒ๐ด . 1 = 900. 3 ๐œŒ๐ด = 600 ๐‘˜๐‘”. ๐‘šโˆ’3



= 800 ยท m ยท g ฯ



Pada cairan B ๐œŒ๐ต = 1200 ๐‘˜๐‘”. ๐‘šโˆ’3 ๐œŒ๐ด = 600 ๐‘˜๐‘”. ๐‘šโˆ’3 ๐œŒ๐ด . ๐‘‰๐ด = ๐œŒ๐ต . ๐‘‰๐ต 600.1 = 1200. ๐‘‰๐ต 1 ๐‘‰๐ต = 2 Jawaban : C



= 800 ยท



ฯ2



=



V2 V1



=



ยพV ยฝv



=



25. wA โˆ’ wzA = FA FA = ฯ . V . g



3



V=



2



21. FA = ฯ v g = 1000 . (0,4 . 10-4) . 10 = 0,4 N Jawaban : D



4



800 . 5V V



Volume yg muncul : Vmuncul= Vb - Vtercelup = Vb - 0,75 Vb = 0,25 Vb ๐‘‰๐‘ก๐‘’๐‘Ÿ๐‘๐‘’๐‘™๐‘ข๐‘ 0,75๐‘‰๐‘ = 0,25๐‘‰ = 3 ๐‘‰



= 64 kg. mโˆ’3 Jawaban : B



๐‘š๐‘ข๐‘›๐‘๐‘ข๐‘™



23. ฯb โˆถ Vb = ฯc โˆถ Vc ฯc



=



Vc Vb



=



0,3V 0,5v



=



๐‘



Jawaban : B 3 5



Jawaban : A



Kunci Jawaban:an Fisika XIA



= 2 . 10โˆ’3



26. Benda terapung : ๏ฒb . Vb = ๏ฒf . Vtercelup (0,9).Vb = (1,2) Vtercelup 0,9 Vtercelup = 1,2 Vb = 0,75 Vb



22. Vb . ฯb = Vza . ฯza



ฯb



50โˆ’30 103 . 10



wu 50 g 10 ฯ= = V 2. 10โˆ’3 ฯ = 2500 kg. mโˆ’3 Jawaban : C



Jawaban : B



ฯp =



ยท 10



= 0,2 N Fkawat = 2 โ€“ 0,2 = 1,8 N Jawaban : C



20. ฯ1 โˆถ V1 = ฯ2 โˆถ V2 ฯ1



0,2 7900



27. Karena tegangan permukaan zat cair cenderung memperkecil permukaan Jawaban : C 23



Sagufindo Kinarya



2. P



28. 0,4



= Po + ฯ g h = 1 . 105 + 1030 . 10 . 80 = 9,24 . 105 Pa



W



3. W = ฯ .v.g = 1000 . 0,4 (10 . 0,3) . 10 = 12 KN Jawaban : C



F1 F ๏€ฝ 2 A1 A 2 F1 6000 ๏€ฝ 20 300 F1 = 1200 N



4. a. FA 29. F = m . g



= ฯ .V . g = 1000 . A . h . g = 1000 . 40 . 5 . 5 . 10 = 1 . 107 Jawaban : D



2 ฮณ cos ฮธ 30. y ๏€ฝ ฯgr 2 . 0,48 . 0,8 = 13620 .10 . 12 . 23 .10 ๏€ญ3



b. FA 16 V



= ฯ .V . g = 800 . V . 10 = 2 . 10-3 m3



c. ฯ



=



m V



=



5 2 .10 ๏€ญ3



= 2.500 kg/m3



y = 0,0169 m = 1,69 cm Jawaban : B



5. P1 h1 = P2 h2 1000 . 40 . 10-2 = ฯ 2 . 31 . 10-2 ฯ 2 = 1290,3 kg/m3



URAIAN 1. a. P = ๏ฒgh = 1000.10.15 = 15 . 104 Pa b.



6. Wu = 0,3825 N Wa = 0,3622 N FA = Wu โ€“ Wa = 0,3825 โ€“ 0,3622 = 0,0203 N



P= ฯ.g.h = 1000 . 10 . 4 = 4 . 104 Pa



FA



Kunci Jawaban:an Fisika XIA



= (50 - 34) = 16 N



24



= ฯ .V . g



Sagufindo Kinarya



V



=



0,0203 ๏€ฝ 1,052 .10๏€ญ7 m 3 19300 .10



ฯ b = 18



Vฮท + 4 r2 g



= 18 7. -



๏€จ



ฯc



0,15 . 10



๏€ฉ



4 1 . 10 ๏€ญ2 2 . 10



mesin pengangkat mobil alat pengepres alat pengukur tensi sistem pembuangan material pada mobil



+ 1000



= 6750 +1000 = 7.750 kg/m3 10. h ๏€ฝ



8. V = (10.10-2)3 =1000.10-6 = 1 . 10-3 m3



2 ฮณ cos ฮธ ฯgr o = 2 . 6,4 . cos120๏€ญ3



2000 .10 . 2 .10



= 0,16 m ฯc=1200 kg/m3



ฯ k = 800 kg/m3



a.



V



h



ฯk Vk ๏€ฝ ฯc Vc ฯ k Vc ๏€ฝ ฯ c Vk



V 800 ๏€ฝ c 1200 1.10 3



Vc h h 9.



V๏€ฝ



= 6,67 . 10-4 m3 Vc 6,67.10-4



๏€จฯ b ๏€ญ ฯ c ๏€ฉ Vb g 6ฯ€ ฮทr



๏€จฯ b ๏€ญ ฯ c ๏€ฉ ๏€ฝ 6 ฯ€ V ฮท r



Vb ๏ƒ— g 6ฯ€ V ฮทr = 3 4 3 ฯ€r ๏ƒ—g



= 18 4 Kunci Jawaban:an Fisika XIA



Vฮท r2 g 25



Sagufindo Kinarya



7. A1 V1 = A2 V2 10 . 2 = 5 . V2 V2 = 4 ๐‘šโ„๐‘ 



UJI KOMPETENSI FLUIDA BERGERAK



P1 + ยฝ ฯ V1 2 + 0 = P2 + ยฝฯV1 2 + ฯgh2



SOAL PILIHAN



40000 + ยฝ 1000 .4 = P2 + ยฝ . 103 .16 + 103 . 10 . 0,6



v = โˆš25 = 5,0 m/s Jawaban : C



1. Kontinuitas : vA . AA = vc . Ac vA . 6 = v . 4 2 vA = 3 v Jawaban : D



8. ยฝ๐œŒV12 + ๐œŒgh1 = ยฝ๐œŒV22 + ๐œŒgh2 ยฝ . 1000 . 36 + 1000 . 10 . 0,7 = ยฝ1000V22 + 1000 . 10 . 1,25



2. Kontinuitas : vc . Ac = vA . AA Vc . 3 = vA . 8 8 Vc = 3 v Jawaban : C



18000 + 7000 = 500V22 + 12500 25000 โ€“ 12500 = 500V22 25 = V22 V22 = 5 ๐‘šโ„๐‘ 



Jawaban : C



8



3. v2 = 3 v Jawaban : D 2



9. V1 . A1 = V2 . A2 V2 =



5. v = โˆš2 g โˆ†h = โˆš2.10.1.8 = 6 m/s Jawaban : A



2



P1 โ€“ P2



2๐‘ƒ



2 .9 . 106 1000 .10 .90



3 Q = 20 ๐‘š โ„๐‘  Jawaban : C Kunci Jawaban:an Fisika XIA



=



๏€จ



๏€ญv



2 2 1 2 1 2 1 . 1000(92-12) 2



ฯ v



๏€ฉ



105 โ€“ P2 = P2 = 100000 โ€“ 40000 = 60000 N/m2 Jawaban : E



= ๐œŒ๐‘”โ„Ž



Q=



=4



10. A1 V1 = A2 V2 ๐‘… 15 V2 = (๐‘…1 )2. V1 =( 5 )2 . 1 = 9 m/s



6. 50% mgh = P . t 1 ๐œŒ๐‘‰๐‘”โ„Ž =P.t 2 ๐‘ก



ยผ . ฯ€ . 62 2



p + ยฝ ฯ v + ฯ .g .h = C p + ยฝ. 103 . 12 + 103 . 10.0 = 52,5+ยฝ. 103 . 42 + 103 . 10.0,2 P = 80 kPa Jawaban : C



2



4. v1 = 8 v2 = 8 . 2 = 0,5 Jawaban : A



๐‘‰



1 . ยผ . ฯ€ . 122



26



Sagufindo Kinarya



16. v = 2 g h ๏€ฝ 2 ๏ƒ— 10 ๏ƒ— 0,8 = 4 m/s Jawaban : C



11. V ๏€ฝ A . v t



100 . 10-6 =



25 .v 100



v = 0,4 mm/s Jawaban : A



17. v = โˆš2 g โˆ†h = โˆš2 . 10 . 0,2 = 2 m/s



12. Sama dengan soal no. 9 p + ยฝ ฯ v2 + ฯ . g . h = C 1 9,1 . 105 + 2 . 103 + 103 . 10 . 5 = 5



1



3



2



2.โ„Ž



R = v . t = 2 .1 = 2 m Jawaban : A



3



2 . 10 + 2 . 10 . ๐‘ฃ2 + 10 . 10 . 1 ๐‘ฃ2 = 40 ๐‘š/๐‘  Jawaban : D m.g.h



18. t = โˆš



2.โ„Ž ๐‘”



=โˆš



2.0,5 10



=



1 โˆš10



s



jarak pancar air : x = v . t 1 1 = v. 10



ฯ.V.g.h



13. P = t = t P = 103 . 10.20 = 2. 105 Pguna = 55%. P = 1100 kw Jawaban : B



โˆš



v = โˆš10 m/s Jawaban : B 19. h



14. h1 = 2 m h2 = 20 cm = 0,2 m ฮธ = 60o g = 10 m/s v = 2 . g . ๏€จh1 ๏€ญ h 2 ๏€ฉ



= 0,8 m



A = 5 cm2 v = 2 g h ๏€ฝ 2 ๏ƒ— 10 ๏ƒ— 0,8 = 4 m/s Q = A . v = 5 . 10-4 . 4 = 20 . 10-4 m3/s Q =V



= 2 .10 . ๏€จ2 ๏€ญ 0,2๏€ฉ = 6 m/s Jawaban : B



2.



10-3



=



t V 60



. V = 0,12 m3 = 120 liter Jawaban : E



15. v = 6 m/s h = ......? v2 62 h= ๏€ฝ 2 g 2 .10 = 180 cm Jawaban : D



Kunci Jawaban:an Fisika XIA



2.5



๐‘ก = โˆš ๐‘” = โˆš 10 = 1 s



20. kecepatan kebocoran air : v = โˆš2๐‘”โ„Ž๐‘˜๐‘’๐‘‘๐‘Ž๐‘™๐‘Ž๐‘š๐‘Ž๐‘› = โˆš2.10.1 = โˆš20 m/s Jarak pancar air : 27



Sagufindo Kinarya



X = vo . t 2 t = 20 = โˆš



26. v1 = 1 โˆš5



1



= 5 โˆš5 s



๏ƒฆ A1 ๏ƒง๏ƒง ๏ƒจ A2



Jawaban : B = 21. v



2 g h ๏€ฝ 2 ๏ƒ—10 ๏ƒ—1,8



=



27. v



=



22. Jawaban : C =



23. Jawaban : C 1



2



m



s



Q1 = Q2 A1 v1= A2 v2



๏€จฯ€ r ๏€ฉ . v = ๏€จฯ€ r ๏€ฉ . v 2



2



1



2



2 v1 = v 2 d 2 2



๏€จ1 2 d 2 ๏€ฉ



v1 = 4 v2 v1 = 4 . 3 = 12 m/s 2 2 P1 โ€“ P2 = 21 ฯ v 2 ๏€ญ v1



๏€จ



5



P1 = 2,675 . 10 N. m



2 g h ฯ' ฯ



2 .10 .13600 . 2 , 6 .10๏€ญ2 32



29. Jawaban : B



๏€ฉ



30. Jawaban : B



P1 โˆ’ 2. 105 = ยฝ. 103 (32 โˆ’ 122 )



URAIAN



โˆ’2



1. v1 = 0,5 m/s d = 4 cm Q, v2, Pabsolut = ......? a. Q = A . v = (ฯ€ r2) . v



Jawaban : C 25. Jawaban : C



Kunci Jawaban:an Fisika XIA



= 4 m/s



28. A1 v1 = A2 v2 1 1 ฯ€ D12 . v1 = 4ฯ€ D22 . v2 4 42 . 0,8 = 122 . v2 Q = A2 v2 1 = ฯ€ . 122 . 10-4 . 0,089 4 = 0,001 m3/s Jawaban : E



P1 = ......?



2 1



9 25 ๏€ญ1 16



2 .10 . 45 .10 ๏€ญ2 ๏ƒฆ 5 .10 ๏€ญ4 ๏ƒถ ๏ƒง๏ƒง ๏ƒท ๏€ญ4 ๏ƒท ๏ƒจ 4 .10 ๏ƒธ



= 47 m/s Catatan : h seharusnya 2,6 cm Jawaban : C



d2



P = 2 . 10-5 N/m2 v2 = 3



2



๏ƒถ ๏ƒท๏ƒท ๏€ญ 1 ๏ƒธ



๏€ฝ



Jawaban : B



= 6 m/s Jawaban : C



24. d1 =



2gh



28



Sagufindo Kinarya



= ฯ€ (2 . 10-2) 2 . 0,5 = 6,28 . 10-4 m3/s 1 dm3 1 kg b. A1 v1 = A2 v2 d12 v1 = d22 v2 v2 = ๏ƒฆ๏ƒง d ๏ƒถ๏ƒท v1



P1 + 1



2



P1 ๏€ซ 1 = 1



๏€จ



2



๏ƒงd ๏ƒท ๏ƒจ 1๏ƒธ



๏ƒฆ 4 .10๏€ญ2 ๏ƒถ ๏ƒง๏ƒง ๏ƒท . 0,5 ๏€ญ2 ๏ƒท ๏ƒจ 0,6 . 10 ๏ƒธ



=



๏€ฉ



5. h raksa



ฯudara ฯraksa v=



c. P1 ๏€ซ 1 2 ฯ v12 ๏€ซ ฯ g h 1 ๏€ฝ C P2 = 4,18.105 โ€“ 0,92945.105 = 3,25.105 Pa



Kunci Jawaban:an Fisika XIA



1 . 1,3 ๏€จ602 - 152 ๏€ฉ 2



= 0,8 cm = 1,36 kg/m3 = 13,6 . 103 kg



vudara = ......?



= 9,375 ฯ€ . 10-4 m3/s



(1 . 10-2)2 . 15 v2 10-4 . 15 v2



2



= 2193,75 N/m2 1 cmHg = 1333,2 ๏„h = 1,645 cm 4. Qaorta = Qkapiler ฯ€ . 12 . 30= N .ฯ€ .(4.10-4)2 5.10-4 30 = N . 16 . 10-8 . 5.10-4 N = 3,75 . 1011



1 ฯ€ . 22 . 10-4 . 9,375 4



3. A = ฯ€ r2 A r2 A1 v1 r12 v1



๏€ฉ



2



=



= 22,2 m/s 2 2 c. P1 โ€“ P2 = 21 ฯ v 2 ๏€ญ v1 P1 โ€“ 1.10-5= 2 2 1 2 1000 ๏€จ22,2 ๏€ญ 0,5 ๏€ฉ P1 = 3,47 . 105 Pa 2. a. A1 v1 = A2 v2 1 ฯ€ D12 . v1 = 1 ฯ€ D22 . v2 4 4 2 2,5 . 6 = 22 . v2 v2 = 9,375 m/s b. Q = A2 . v2



๏€จ



2



2



ฯu v2 - v1



2



=



= 60 m/s 2 ฯu v1 = P2 + 1 ฯ v 2 2 2



=



2 ฯr g h ฯudara 2 .13,6 .103 .10 . 0,8 .10๏€ญ2 1,36



= 40 m/s



= A2 v2 = r22 v2 1



= ( 2 . 10-2)2 . = 0,25 . 10-24 . v2 = 15 0,25



29



Sagufindo Kinarya



T0 = 1100 โ€“ 600 = 500 C Jawaban : C



UJI KOMPETENSI SUHU DAN KALOR



8. Jawaban : C 9.



1. 313 K = โ€ฆ. R 313โˆ’273 100



=



๐‘กยฐ๐‘… 80



tโฐR = 32



Jawaban : A



10. ๐‘‰๐‘ก๐‘ข๐‘š๐‘๐‘Žโ„Ž = ๐‘‰๐‘ก ๐‘Ž๐‘–๐‘Ÿ โˆ’ ๐‘‰๐‘ก ๐‘”๐‘’๐‘™๐‘Ž๐‘  ๐‘‰๐‘ก ๐‘Ž๐‘–๐‘Ÿ = ๐‘‰0 (1 + ๐›พ. โˆ†๐‘‡) ๐‘‰๐‘ก ๐‘Ž๐‘–๐‘Ÿ = 1000(1 + 10โˆ’4 . 70) = 1007 ๐‘๐‘š2 ๐‘‰๐‘ก ๐‘”๐‘’๐‘™๐‘Ž๐‘  = ๐‘‰0 (1 + 3. ๐›ผ. โˆ†๐‘‡) ๐‘‰๐‘ก ๐‘”๐‘’๐‘™๐‘Ž๐‘  = 1000(1 + 3.9. 10โˆ’6 . 70) = 1001,89 ๐‘๐‘š3 ๐‘‰๐‘ก๐‘ข๐‘š๐‘๐‘Žโ„Ž = 1007 โˆ’ 1001,89 = 5,11๐‘๐‘š3 Jawaban : C



2. Soal kurang lengkap, tidak bisa dikerjakan. 3.



โˆ†l1 l01 .โˆ†t1



=



โˆ†l2 l02 .โˆ†t2 2



โˆ†l2 = 100.100 6.120 = 0,144 mm Jawaban : tidak ada di optional 4. โˆ†A = A0 . 2ฮฑ. โˆ†t =15 . 2 . 1,8 . 10-5 . 80 = 4,32 . 10-1 cm2 Jawaban : B



11. ๐‘‰๐‘ก๐‘ข๐‘š๐‘๐‘Žโ„Ž = ๐‘‰๐‘ก ๐‘Ž๐‘Ž๐‘ ๐‘’๐‘ก๐‘œ๐‘› โˆ’ ๐‘‰๐‘ก ๐‘”๐‘’๐‘™๐‘Ž๐‘  ๐‘‰๐‘ก ๐‘Ž๐‘ ๐‘’๐‘ก๐‘œ๐‘› = ๐‘‰0 (1 + ๐›พ. โˆ†๐‘‡) ๐‘‰๐‘ก ๐‘Ž๐‘ ๐‘’๐‘ก๐‘œ๐‘› = 6(1 + 1,5. 10โˆ’3 . 40) = 6,36 ๐ฟ ๐‘‰๐‘ก ๐‘”๐‘’๐‘™๐‘Ž๐‘  = ๐‘‰0 (1 + 3. ๐›ผ. โˆ†๐‘‡) ๐‘‰๐‘ก ๐‘”๐‘’๐‘™๐‘Ž๐‘  = 6(1 + 3. 10โˆ’5 . 40) = 6,0072 ๐ฟ ๐‘‰๐‘ก๐‘ข๐‘š๐‘๐‘Žโ„Ž = 6,36 โˆ’ 6,0072 = 0,3528 Jawaban : A



5. โˆ†l = l0 . ฮฑ. โˆ†t = 1 . 10โˆ’5 .40 = โˆ’4 l0 . 10 .4 lt = l0 + โˆ†l 50,05 = 1,0004.l0 L0 = 50 cm Jawaban : A 6. Jawaabn : E 7. โˆ†l = l0 . ฮฑ. โˆ†t 0,0288 = 0,12.0,004 . ฮ”t ฮ”t = 600 C Kunci Jawaban:an Fisika XIA



Qserap = Qlepas 75(40-20) = 50 (T-40) 1500 = 50 (T-40) 30 = T โ€“ 40 T = 70โ„ƒ Jawaban : A



12.



30



Qlepas = Qserap 250(100 - TA) = 400 (TA โ€“ 35) 2500 โ€“ 25TA = 40TA โ€“ 1400 Sagufindo Kinarya



3 . 1400 (80 โˆ’ 20) = 10 . 4200 (20 โˆ’ ๐‘‡๐‘Ž๐‘–๐‘Ÿ )



3900 = 65TA TA = 60โ„ƒ Jawaban : B



๐‘‡๐‘Ž๐‘–๐‘Ÿ = 14โ„ƒ Jawaban : C 19.



Qlepas = Qserap



13.



๐‘„๐‘ ๐‘’๐‘Ÿ๐‘Ž๐‘ = ๐‘„๐‘™๐‘’๐‘๐‘Ž๐‘ 



50 . Clogam (41,8 โ€“ 37) = 50 . 1 (37 โ€“ 29,8) ๐‘š๐‘Ž๐‘–๐‘Ÿ . ๐ถ๐‘Ž๐‘–๐‘Ÿ . โˆ†๐‘‡ = ๐‘š๐ด๐ฟ . ๐ถ๐ด๐ฟ . โˆ†๐‘‡ 400 . 1 (40 โˆ’ 25) = 500 . 0,2 (๐‘‡๐ด๐ฟ โˆ’ 40)



Clogam . 4,8 = 7,2 Clogam = 1,5 ๐พ๐‘Ž๐‘™โ„โ„ƒ Jawaban : C 14.



๐‘‡๐ด๐ฟ = 100โ„ƒ Jawaban : C



๐‘„๐‘™๐‘’๐‘๐‘Ž๐‘  = ๐‘„๐‘ก๐‘’๐‘Ÿ๐‘–๐‘š๐‘Ž ๐‘š1 . ๐ถ1 . โˆ†๐‘‡1 = ๐‘š2 . ๐ถ2 . โˆ†๐‘‡2 100 . 1 (90 โˆ’ ๐‘ฅ ) = 200 . 1 (๐‘ฅ โˆ’ 30) ๐‘ฅ = 50๐‘œ ๐ถ Jawaban : C



20.



๐‘š๐ด . ๐ถ๐‘Ž๐‘–๐‘Ÿ . โˆ†๐‘‡ = ๐‘š๐ต . ๐ถ๐‘Ž๐‘–๐‘Ÿ . โˆ†๐‘‡ ๐‘š๐ด . 1 (20 โˆ’ 0) = 60 . 1 (50 โˆ’ 20)



๐‘š๐ด = 40 ๐‘”๐‘Ÿ๐‘Ž๐‘š Jawaban : A



๐‘„๐‘ ๐‘’๐‘Ÿ๐‘Ž๐‘ = ๐‘„๐‘™๐‘’๐‘๐‘Ž๐‘ 



15.



21. Soal tidak lengkap. Tidak bisa dikerjakan.



๐‘š๐‘’๐‘  . ๐ฟ+ ๐‘š๐‘’๐‘  . ๐ถ๐‘Ž๐‘–๐‘Ÿ . โˆ†๐‘‡ = ๐‘š๐‘Ž๐‘–๐‘Ÿ . ๐ถ๐‘Ž๐‘–๐‘Ÿ . โˆ†๐‘‡



๐‘š .80 + ๐‘š .1(5 โˆ’ 0) = 2 . 1 (๐‘ฅ โˆ’ 30)



85 ๐‘š = 5100 m = 60 gram



22. Q = m . u 20 . 60 . 100 = 10-2 . u 1,2 .105 u= 10โˆ’2 = 1,2 . 10-7 J/Kg Jawaban : A



Jawaban : A 16.



๐‘„๐‘ ๐‘’๐‘Ÿ๐‘Ž๐‘ = ๐‘„๐‘™๐‘’๐‘๐‘Ž๐‘  (satuan m = kg) ๐‘š๐‘๐‘˜ . ๐ถ๐‘๐‘˜ . โˆ†๐‘‡ = ๐‘š๐‘ก . ๐ถ๐‘ก . โˆ†๐‘‡



190 . ๐ถ๐‘๐‘˜ . (36 โˆ’ 20) = 20 . 8๐ถ๐‘๐‘˜ (๐‘‡๐‘ก โˆ’ 36)



๐‘‡๐‘ก = 55๐‘œ ๐ถ



23. Jawaban : D



Jawaban : B 17.



24. Soal tidak sesuai dengan babnya.



๐‘„๐‘ ๐‘’๐‘Ÿ๐‘Ž๐‘ = ๐‘„๐‘™๐‘’๐‘๐‘Ž๐‘ 



25. Jawaban : E



40 (๐‘‡๐ด โˆ’ 25) = 60 (90 โˆ’ ๐‘‡๐ด )



๐‘‡๐ด = 64โ„ƒ Jawaban : D 18.



๐‘„๐‘ ๐‘’๐‘Ÿ๐‘Ž๐‘ = ๐‘„๐‘™๐‘’๐‘๐‘Ž๐‘ 



26.



๐‘š๐‘ก๐‘ . ๐ถ๐‘ก๐‘ . โˆ†๐‘‡ = ๐‘š๐‘Ž๐‘–๐‘Ÿ . ๐ถ๐‘Ž๐‘–๐‘Ÿ . โˆ†๐‘‡ ๐‘š๐‘ก๐‘ . 0,1 (100 โˆ’ 36) = 128 . 1 (36 โˆ’ 30)



๐‘„๐‘™๐‘’๐‘๐‘Ž๐‘  = ๐‘„๐‘ ๐‘’๐‘Ÿ๐‘Ž๐‘ ๐‘š๐‘ก . ๐ถ๐‘ก . โˆ†๐‘‡ = ๐‘š๐‘Ž๐‘–๐‘Ÿ . ๐ถ๐‘Ž๐‘–๐‘Ÿ . โˆ†๐‘‡



Kunci Jawaban:an Fisika XIA



๐‘„๐‘™๐‘’๐‘๐‘Ž๐‘  = ๐‘„๐‘ ๐‘’๐‘Ÿ๐‘Ž๐‘



31



๐‘š๐‘ก๐‘ = 120 ๐‘”๐‘Ÿ๐‘Ž๐‘š Jawaban : B Sagufindo Kinarya



๐‘„๐‘ ๐‘’๐‘Ÿ๐‘Ž๐‘ = ๐‘„๐‘™๐‘’๐‘๐‘Ž๐‘ 



27.



๐‘š๐‘Ž๐‘–๐‘Ÿ . ๐ถ๐‘Ž๐‘–๐‘Ÿ . โˆ†๐‘‡ + ๐‘š๐ด๐ฟ . ๐ถ๐ด๐ฟ . โˆ†๐‘‡ = ๐‘š๐‘ . ๐ถ๐‘ . โˆ†๐‘‡ 440 . 1 (๐‘ก๐ด โˆ’ 20) + 500 . 0,22 (๐‘ก๐ด โˆ’ 20) = 200 . 0,11



๐‘ก๐ด = 22,12 โ„ƒ Jawaban : A 28. Q = m C โˆ†T 420= 0,1 . C . 10 C = 420 J/Kg.K Jawaban : B



Kunci Jawaban:an Fisika XIA



32



Sagufindo Kinarya



7. Dengan cara seperti no.6 Jawaban A



UJI KOMPETENSI RAMBATAN KALOR



8. Jawaban A



1. Jawaban D 2.



9. Dengan cara seperti no.6 Jawaban D



HR = HS ๐พ . ๐ด. = ๐‘† ๐‘™



๐พ๐‘… . ๐ด . โˆ†๐‘‡ ๐‘™๐‘…



๐พ๐‘… . (๐‘‡โˆ’0)



โˆ†๐‘‡



10.



๐‘†



3๐พ . (100โˆ’๐‘‡)



๐ป๐ด ๐พ๐ด ๐ป๐ด



= ๐‘… 60 T = 80โ„ƒ Jawaban C 80



๐พ๐ต



= =



๐ป๐ต ๐พ๐ต ๐พ๐ด ๐พ๐ต



= 1โ„4



3. Jawaban E



๐พ๐ต ๐พ๐ต



= 1โ„4



Jawaban A



4. Jawaban A



11. KP = 2KQ



5. Jawaban E



HP = HQ ๐พ . ๐ด. = ๐‘„ ๐‘™



๐พ๐‘ƒ . ๐ด . โˆ†๐‘‡



6. HR = HS 4K (TX1 โ€“ 20) = 2K (TX2 โ€“ TX1) 2TX1 โ€“ 40 = TX2 โ€“ TX1 3TX1 โ€“ TX2 = 40โ€ฆ (1)



๐‘™



2KQ (60 - TX) = KQ (TX โ€“ 30) TX = 50โ„ƒ Jawaban D 12. K1 = 4K2



HQ = HR 2K (TX2 โ€“ TX1) = K (160 โ€“ TX2) 2TX2 โ€“ 2TX1 = 160 โ€“ TX2 3TX2 โ€“ 2TX1 = 160โ€ฆ (2)



H1 = H2 ๐พ . ๐ด. = 2 ๐‘™



๐พ1 . ๐ด . โˆ†๐‘‡ ๐‘™



โˆ†๐‘‡



4K2 (50 - TX) = K2 (TX โ€“ 0) 200 โ€“ 4TX = TX 200 = 5TX TX = 40โ„ƒ Jawaban B



3TX1 โ€“ TX2 = 40 |x 3| -2TX1 + 3TX2 = 160 |x 1| 9TX1 โ€“ 3TX2 = 120 -2TX1 + 3TX2 = 160+ 7TX1 = 280 TX1 = 40โ„ƒ Jawaban E Kunci Jawaban:an Fisika XIA



โˆ†๐‘‡



33



Sagufindo Kinarya



13. KP = 4KQ HP = HQ KP (TX โ€“ 25) = KQ (200 โ€“ TX) 4KQ (TX โ€“ 25) = KQ (200 โ€“ TX) 4TX โ€“ 100 = 200 โ€“ TX 5TX = 300 TX = 60โ„ƒ Jawaban E 14. Jawaban D 15.



H =



๐พ



. ๐ด . โˆ†๐‘‡



๐‘™ 0,8 . 4 . 5



=



3,2 . 10โˆ’3



= 3750 Jawaban D



๐ฝโ„ ๐‘ 



16. Jawaban A 17. KP = 4KQ โˆ†TP = โˆ†TQ LP = 4L LQ = 3L AP = 2A AQ = A ๐ป๐‘ƒ ๐ป๐‘„



๐พ๐‘ƒ . ๐ด๐‘ƒ . โˆ†๐‘‡๐‘ƒ ๐‘™๐‘ƒ ๐พ๐‘„ . ๐ด๐‘„ . โˆ†๐‘‡๐‘„ ๐‘™๐‘„



=



๐ด . ๐‘™



= ๐ด๐‘ƒ . ๐‘™ ๐‘„ ๐‘„



=



๐‘ƒ



2๐ด 3๐ฟ ๐ด



3



. 4๐ฟ = 2



Jawaban C Kunci Jawaban:an Fisika XIA



34



Sagufindo Kinarya



UJI KOMPETENSI



3 V . T P1 = 2 P2 V . 2T P1 3 = P2 4



TEORI KINETIK GAS A.



Jawaban : D



SOAL PILIHAN 1. Jawaban : B



11. Soal sama dengan no.10 (perubahan V tidak ada) Sehingga tidak bisa dikerjakan



2. Jawaban : C 3. Jawaban : A



12. T = 300oK , V = 3 . 10-3 m3



4. Jawaban : D



Pers. Gas ideal P.V = n.R.T



5. Jawaban : C 5



10 .3.10-3 = n.8,31.300 6. P1 v1 = P2 v2 1 v2 = 2 v1 P1 v1 = P2 P2 = 2 P1 Jawaban : B



n = 0,12 mol N = n.NA = 0,12 . 6,02 . 1023 1 2 v1



= 0,72 . 1023partikel Jawaban : B 13. Pers. Gas ideal P.V = n.R.T



7. Jawaban : B



P . 1 = 5 . 8,31 . 350



8. P1 v1 = P2 v2 1 v2 = 2 v1



P = 1,4 . 104 N/m2



P1 v1 = P2 P2 = 2 P1 Jawaban : D



Jawaban : D 1 2 v1



14.



P1 P2



=



Kunci Jawaban:an Fisika XIA



T1



=



P2 . V 2



P. V 2P. V = 3 T T 2 3 V2 = V 4 Jawaban : A



9. Jawaban : A



10.



P1 . V 1



V1 . T1



T2



V2 . T2 35



Sagufindo Kinarya



15.



P1 T1



=



๐‘ƒ



P2 T2



= 120.000



4๐‘ƒ



=



300



= 100.000 + 1000 . 10 . 2



P1 V1 P2 V2 ๏€ฝ T1 T2



๐‘‡2



T2 = 1200oK = 927oK Jawaban : D



1,2 .105 . V1 105 . 1,25 V1 ๏€ฝ T1 300



16. Tidak bisa dikerjakan. Perubahan volume tidak ada



T1 = 288 K = 15 oC



17. Pers. Gas P.V = N.k.T



Jawaban : D



30. 1,38 = N.1,38.10-23.300 N = 1022 partikel



21.



Jawaban : C



Jawaban : D



18.



P. V T



22. P1 . V1 = P2 . V2



3P . 2V



=



T1



P1 . V1 = 2P1 . V2



T1 = 6 T



V2 = ยฝV1



Jawaban : E



Jawaban โˆถ C



19. Soal kurang data suhu dinaikkan mejadi 127oC dan tekanan dinaikkan dua kali. P1 V 1 T1 1.300 300



= =



23.



P2 V2 T2



V1 ๏€ฝ V2 V



2๐‘‰2



V2



400



V2 = 200 cm3



๏€ฝ



T1 T2 300 450



V2 = 1,5 V Jawaban : C



Jawaban : D 20. P2 = Po = 100 kPa P1 = Po + Kunci Jawaban:an Fisika XIA



ฯ gh 36



Sagufindo Kinarya



24.



2P1



T2 V2 ๏€ฝ V1 T1 V2 ๏€ฝ V1



T2



31. Jawaban : C 32. P =



m2



500 4 ๏€ฝ v2 32



m =



P0 .V0 .4T0 2.V0 .T0



Jawaban : B T1 P.V T



=



5 T 4



3



T2



=



P1



36. U =



T1



Kunci Jawaban:an Fisika XIA



4P T2



Jawaban : D



Jawaban : D P2



300



=



T2 = 1200 K = 927 0C



P2 = P



29.



P



35.



T2 3 P2 4V



5



3ฯ v v2



34. Jawaban : B



P2 V2



=



3ฯ . v m



3 .105 .1,5 .10๏€ญ3 = 7502 = 0,00089 kg = 0,8 gram Jawaban : D



26. Jawaban : B



P1 V1



3ฯ ๏€ฝ ฯ



33. v =



v2 = 1414 m/s Jawaban : C



28.



2 NEk 3 v



P Ek Jawaban : C



m1



27. P2 =



300



30. Jawaban : A



V2 = 2 V1 Jawaban : C



25.



P1



T2 = 600 K = 327 โ„ƒ Jawaban : D



2T1 T1



v1 ๏€ฝ v2



=



37



5 Nkt 2 Sagufindo Kinarya



=2,5.6,02.1023.1,38.10-23.300



=



50 2 ๏€ซ 75 2 ๏€ซ 100 2 ๏€ซ 125 4



= 6,23.103 J Jawaban : D 37. Soal tidak sesuai dengan



=



babnya



= 3437,5 = 91,85 m/s



B. SOAL URAIAN



4. a. Erata-rata



P1 V1 P V ๏€ฝ 2 2 T1 T2



1.



1,5. 0,75 P2 . 3 ๏€ฝ 300 500



2. Vef



P2



= 1,6 Pa



=



3P ฯ



= 9,936.10-20 Joule b. U = n NA Ek = 5 .6,02.1023 . 9,936.10-20 = 2,99 . 105 J



n NA 2 EK 3 v 3 PV n = 2 Ek ๏ƒ— NA



5. P ๏€ฝ



3. 3.10 5 0,9 3 = 10 m/s



3 2 .105. 4 .10๏€ญ3 = 2 3,6.10๏€ญ22 . 6,02 .1023



v1 ๏€ซ v 2 ๏€ซ v 3 ๏€ซ v 4 N



= 5,573



= 50 ๏€ซ 75 ๏€ซ 100 ๏€ซ 125 4 350 = = 87,5 m/s 4 b. Vef



6. Ek



2



2



v1 ๏€ซ v 2 ๏€ซ v 3 ๏€ซ v 4 N Kunci Jawaban:an Fisika XIA



=



5 KT 2



=



5 1, 38 .10๏€ญ23. 600 2



= 2,07.10-20 J



=



2



1



= 12 ( 2 K T) =6KT = 6 .1,38.10-23



.1200



=



3. a. vrata-rata=



33750 4



2



38



Sagufindo Kinarya



7.



Vef . N 2 ๏€ฝ Vef . H 2



MH 2



Vef . N 2 ๏€ฝ Vef . H 2



2 28



Vef . N 2 ๏€ฝ Vef . H 2



1 14



V2



MN 2



10. U =



=



Vef . H 2 ๏€ฝ 493 14



5 n NA K T 2



5 .2.6,02.1023.1,38.10-23.300 2 = 1,246 . 104 J



= 1844,6 m/s 8. a. P.V



= 1.100 liter



=NKT



N



=



PV KT



=



1.105. 4 3 ฯ€ .103.10๏€ญ6 1, 38 .10๏€ญ23. 293



= 3,29 ฯ€ . 1022 molekul b. Ek = =



5 KT 2



5 1, 38 .10๏€ญ23. 293 2



= 1,01 . 10-20 J



3R t M 3 . 8,314 . 293 = 4



c. Vefektif =



= 9.



P1 V1



1827 =42,74 m/s



= P2 V2



440 . 50 = 20 V2 Kunci Jawaban:an Fisika XIA



39



Sagufindo Kinarya