Perancangan Flange Dish Head
H =
p 4
G π
2
= 18,7607
4 2
84,25 x
3,14 = 104.534,2276 lb
m
beban operasi total – pers. 12.91 Brownell and Young,1959:
W
m1
= H + H
p
= 104.534,2276 lb
m
+ 3.412,09645 lb = 107.946,324 lb
m
W
m1
lebih besar daripada W
m2
, Sehingga, beban pengontrol, W
m1
= 107.946,324 lb
m
Perhitungan luas baut minimum minimum bolting area Pers 12.92, Brownell and Young,1959:
A
m1
=
b m1
f W
=
20.000 lbm
4 107.946,32
= 5,3973 in
2
Penentuan ukuran baut diambil dari Brownell and young, 1956, hal.188, Tabel 10-4. Digunakan ukuran baut = 1 in diperoleh data sebagai berikut :
- Root area = 0,419 in
2
- Bolt spacing standard BS = 3 in
- Minimal radian distance R = 1,25 in
- Edge distance E = 1,3125 in
Jumlah baut minimum = area
root Aml
=
2 2
0,419 5,3973
in in
= 12,8814 buah Digunakan jumlah baut sebanyak 20 buah.
Bolt circle diameter C = ID + 2 1,145 g
o
+ R = 84 in + 2 [1,145 x 0,25 in + 1,25 in]
= 87,0725 in Perhitungan diameter flange luar :
Flange OD A
= bolt cirlce diameter + 2 E
= 87,0725 in + 2 1,3125 in = 89,6975 in
Koreksi lebar gasket : A
b actual
= jumlah baut x root area = 20 x 0,419 in
2
= 8,38 in
2
Lebar gasket minimun : N
min
=
G π
y 2
f A
allaw actual
b
= in
84,25 x
π x
3.700 x
2 psi
20.000 x
2 in
8,38
= 0,0856 in karena 0,25 0,086; lebar gasket memenuhi
Perhitungan moment: untuk bolting up condition no internal pressure
beban desain diberikan dengan pers. 12.91, Brownell and Toung, 1959: W = ½ A
b
+ A
m
f
a
= ½ 8,38 5,3973 20.000
= 137.773 lb hubungan lever arm diberikan dengan pers.. 12.101 Brownell and Young,
1959: h
G
= ½ C – G
= ½ 87,0725 – 84,25
= 1,41125 in flange moment
adalah sebagai berikut: tabel 12.4 Ma = W h
G
= 137.773 lb x 1,41125 in
= 194.432,1463 lb -in
Untuk kondis beroperasi W = W
m1
pers. 12.95 Brownell and Young, 1959 Untuk H
D
pers.12.96 H
D
= 0,785 B
2
p = 0,785 84
2
18,7607 = 103.914,7669 lb
The lever arm , pers. 12.100 , Brownell and Young, 1959
h
D
= ½ C – B
= ½ 86 – 84 = 1 in
Moment , M
D
dari pers. 12.96, Brownell and Young, 1959; M
D
= H
D
x h
D
= 103.914,7669 lb x 1in
= 103.914,7669 lb -in H
G
dari pers. 12 98 : H
G
= W – H = W
m1
– H = 137.773 lb
– 104.534,2276 lb
m
= 33.238,7724 lb Hubungan lever arm dengan pers.12.101, Brownell and Young, 1959 :
h
G
= ½ C – G
= ½ 87,0725 – 84,25
= 1,41125 in moment
, pers, 12.98, Brownell and Young, 1959; M
G
= H
G
x h
G
= 33.238,7724 lb x 1,41125 in
= 46.908,21755 lb -in H
T
dengan pers. 12.97, Brownell and Young, 1959: H
T
= H – H
D
= 104.534,2276 lb
m
– 103.914,7669 lb
= 619,4607 lb Hubungan lever arm pers. 12.102, Brownell and Young, 1959:
h
T
= ½ h
D
+ h
G
= ½ 1 in + 1,41125 in = 1,205625 in
Moment diberikan pers.. 12.97, Brownell and Young, 1959 :
M
T
= H
T
x h
T
= 619,4607 lb x 1,205625 in
= 746,8373 lb -in jumlah moment untuk kondisi beropersi, Mo dengan pers. 12.99, Brownell
and Young, 1959: Mo
= M
D
+ M
G
+ M
T
= 103.914,7669 lb -in + 46.908,21755 lb -in + 746,8373 lb -in
= 151.569,8218 lb -in
sehingga moment saat beroperasi sebagai pengontrol; M
max
= 151.569,8218 lb -in
Perhitungan tebal flange – Pers. 12.85, Brownell and Young, 1959:
t =
B f
M Y
a max
K = AB = 89,697584 = 1,0678
dari fig 12.22, Brownell and Young, 1959, dengan K sama dengan 1,0678; Y = 17,5
t =
84 x
20.000 18
151.569,82 x
17,5
= 1,2565 in Digunakan flange standar dengan ketebalan 1 38 in
d = diameter baut
t = tebal flange
Gasket Bolt
Gambar F.5 Detail untuk flange dan bolt pada head kristalizer