Mudulus Gading besar pada bangunan atas

PROFIL CONSTRUCTION KM. SAFARA G.C P P r r o o g g r r a a m m S S t t u u d d i i D D i i p p l l o o m m a a I I I I I I T T e e k k n n i i k k P P e e r r k k a a p p a a l l a a n n I I V V - - 4 4 3 3 U U n n i i v v e e r r s s i i t t a a s s D D i i p p o o n n e e g g o o r r o o S S e e m m a a r r a a n n g g G G U U S S Z Z A A Z Z I I F F T T I I T T A A H H P P . . L L G G 6 6 3 3 1 1 Ref : BKI Th. 2006 Sec. 9.A.6.2.1 Dimana ; a = 0,60 m e = 4 x a = 4 x 0,60 = 2,4 m l = 13 H - h db kamar mesin = 13 8,60 – 1,44 = 2,387 m Ps = 73,831 kN m 2 W = 0,8 x 2,4 x 2,387 2 x 73,831 x 1,0 = 807,465 kN m 2 Profil = T = 280  14 FP 120  14 Koreksi modulus Lebar berguna 40 ~ 60 = 50 t = 1,2 F = 50  1,2 = 60 cm 3 fs = 28  1,4 = 39,2 cm 2 f = 14  1,4 = 19,6 cm 2 fF = 0,327 fsF = 0,653 w = 0,482 W = w  F  hss = 0,482  60  28 = 809,76 cm 3 W rencana W perhitungan memenuhi

d. Mudulus Gading besar pada bangunan atas

W = 0,55 x e x l 2 x Ps x n x k KNm 2 Ref : BKI Th. 2006 Sec. 9.A.5.3.1 1 Modulus gading besar Pada poop deck Untuk a = 0,60 : 140 280 14 PROFIL CONSTRUCTION KM. SAFARA G.C P P r r o o g g r r a a m m S S t t u u d d i i D D i i p p l l o o m m a a I I I I I I T T e e k k n n i i k k P P e e r r k k a a p p a a l l a a n n I I V V - - 4 4 4 4 U U n n i i v v e e r r s s i i t t a a s s D D i i p p o o n n e e g g o o r r o o S S e e m m a a r r a a n n g g G G U U S S Z Z A A Z Z I I F F T T I I T T A A H H P P . . L L G G 6 6 3 3 1 1 Ps = 34,555 KNm 2 W = 0,55 x 2,4 x 2,2 2 x 34,555 x 1,0 x 1,0 cm 3 = 220,765 cm 3 Profil = T = 180  10 FP 80  10 Koreksi modulus Lebar berguna 40 ~ 60 = 50 t = 0,8 F = 50  0,8 = 40 cm 3 fs = 18  1,0 = 18 cm 2 f = 8  1,0 = 8 cm 2 fF = 0,2 fsF = 0,45 w = 0,315 W = w  F  h = 0,315  40  18 = 226,8 cm 3 W rencana W perhitungan memenuhi 2 Modulus gading besar Pada Boat deck Ps = 31,893 KNm 2 W = 0,55 x 2,4 x 2,2 2 x 31,893 x 1,0 x 1,0 cm 3 = 203,758 cm 3 Profil = T = 170  10 FP 80  10 Koreksi modulus Lebar berguna 40 ~ 60 = 50 t = 0,8 F = 50  0,8 = 40 cm 3 fs = 17  1,0 = 17 cm 2 f = 8  1,0 = 8 cm 2 fF = 0,2 fsF = 0,425 w = 0.305 W = w  F  h = 0,305  40  17 = 207,4 cm 3 80 180 10 80 170 10 PROFIL CONSTRUCTION KM. SAFARA G.C P P r r o o g g r r a a m m S S t t u u d d i i D D i i p p l l o o m m a a I I I I I I T T e e k k n n i i k k P P e e r r k k a a p p a a l l a a n n I I V V - - 4 4 5 5 U U n n i i v v e e r r s s i i t t a a s s D D i i p p o o n n e e g g o o r r o o S S e e m m a a r r a a n n g g G G U U S S Z Z A A Z Z I I F F T T I I T T A A H H P P . . L L G G 6 6 3 3 1 1 W rencana W perhitungan memenuhi 3 Modulus gading besar pada Navigation Deck Ps = 29,612 KNm 2 W = 0,55  2,4  2,2 2  29,612  1  1 cm 3 = 189,185 cm 3 Profil = T = 160  10 FP 80  10 Koreksi modulus Lebar berguna 40 ~ 60 = 50 t = 0,8 F = 50  0,8 = 40 cm 3 fs = 16  1,0 = 16 cm 2 f = 8  1,0 = 8 cm 2 fF = 0,2 fsF = 0.4 w = 0,3 W = w  F  h = 0,3  40  16 = 192 cm 3 W rencana W perhitungan memenuhi 4 Modulus gading besar besar pada compas Deck Ps = 27,636 KNm 2 W = 0,55  2,4  2,2 2  27,636  1  1 cm 3 = 176,561 cm 3 Profil = T = 160  10 FP 70  10 Koreksi modulus Lebar berguna 40 ~ 60 = 50 t = 0,8 F = 50  0,8 = 40 cm 3 fs = 16  1,0 = 16 cm 2 f = 7  1,0 = 7 cm 2 fF = 0,175 fsF = 0,4 w = 0,28 80 160 10 70 160 10 PROFIL CONSTRUCTION KM. SAFARA G.C P P r r o o g g r r a a m m S S t t u u d d i i D D i i p p l l o o m m a a I I I I I I T T e e k k n n i i k k P P e e r r k k a a p p a a l l a a n n I I V V - - 4 4 6 6 U U n n i i v v e e r r s s i i t t a a s s D D i i p p o o n n e e g g o o r r o o S S e e m m a a r r a a n n g g G G U U S S Z Z A A Z Z I I F F T T I I T T A A H H P P . . L L G G 6 6 3 3 1 1 W = w  F  h = 0,28  40  16 = 179,2 cm 3 W rencana W perhitungan memenuhi 5 Modulus gading besar Besar pada Winch Deck Ps = 19,917 KNm 2 W = 0,55  2,4  2,2 2  19,917  1  1 cm 3 = 127,246 cm 3 Profil = T = 130  10 FP 60  10 Koreksi modulus Lebar berguna 40 ~ 60 = 50 t = 0,8 F = 50  0,8 = 40 cm 3 fs = 13  1,0 = 13 cm 2 f = 6  1,0 = 6 cm 2 fF = 0,15 fsF = 0,33 w = 0,245 W = w  F  h = 0,245  40  13 = 127,4 cm 3 W rencana W perhitungan memenuhi 6 Modulus gading besar pada Fore Castle Deck Untuk a = 0,6 Ps = 25,772 KNm2 W = 0,55  2,4  2,2 2  25,772  1  1 cm 3 = 164,652 cm 3 Profil = T = 130  12 FP 60  12 Koreksi modulus Lebar berguna 40 ~ 60 = 50 t = 0,8 F = 50  0,8 = 40 cm 3 fs = 15  1,0 = 15 cm 2 f = 7  1,0 = 7 cm 2 60 130 10 70 150 10 PROFIL CONSTRUCTION KM. SAFARA G.C P P r r o o g g r r a a m m S S t t u u d d i i D D i i p p l l o o m m a a I I I I I I T T e e k k n n i i k k P P e e r r k k a a p p a a l l a a n n I I V V - - 4 4 7 7 U U n n i i v v e e r r s s i i t t a a s s D D i i p p o o n n e e g g o o r r o o S S e e m m a a r r a a n n g g G G U U S S Z Z A A Z Z I I F F T T I I T T A A H H P P . . L L G G 6 6 3 3 1 1 fF = 0,175 fsF = 0,375 w = 0,275 W = w  F  h = 0,275  40  13 = 165 cm 3 W rencana W perhitungan memenuhi Untuk a = 0,50 : Ps = 25,772 KNm2 W = 0,55  1,60  2,2 2  25,772  1  1 cm 3 = 109,768 cm 3 Profil = T = 130  10 FP 80  10 Koreksi modulus Lebar berguna 40 ~ 60 = 50 t = 0,8 F = 50  0,8 = 40 cm 3 fs = 12  1,0 = 12 cm 2 f = 6  1,0 = 6 cm 2 fF = 0,15 fsF = 0,3 w = 0,23 W = w  F  h = 0,23  40  12 = 110,4 cm 3 W rencana W perhitungan memenuhi

E. PERHITUNGAN SENTA SISI

Modulus senta sisi tidak boleh kurang dari: W = 0,6  e  l 2  Ps  k cm 3 Dimana : k = 1,0 e = lebar pembebanan = 13 H – h = 13 8,60 – 1,200 60 120 10