4.10.3. Momen tumpuan kanan frame 287 Mu = 355,90 kNm
Data Perencanaan Balok Induk 80
40 direncanakan :
Tulangan lentur  : D22 mm ; fc’
= 30 Mpa Tulangan geser
: Φ12 mm ;  fy
= 400 Mpa Tinggi balok h  : 800 mm  ;
β = 0,85
Lebar balok b : 400 mm
Selimut beton p : 40 mm Tinggi efektif  d  = h-p-Ø tul sengkang-
2 tullentur
= 800-40-12- 2
22 = 737 mm
fy x
fy xfc
x maks
 
600 600
85 .
75 .
1
 
400 600
600 400
30 85
. 85
. 75
. 
 x
x x
x maks
 = 0.023
fy 4
. 1
min 
400 4
. 1
min 
 = 0.0035
85 .
xfc fy
m 
30 85
. 400
x m
 = 15.68
91
2
xbxd Mu
Rn 
2
737 400
8 .
90 ,
355 x
x Rn
= 2,05
 
 
 
 
 
 
 fy
xmxRn x
m perlu
2 1
1 1
 
 
 
 
 
 
 400
05 .
2 68
. 15
2 1
1 68
. 15
1 x
x x
perlu 
=  0.0053
Syarat : ρmin  ρperlu  ρmax
0.0035  0.0053 0.023 maka dipakai
ρperlu = 0.0053 As perlu  =
ρ x b x d = 0.0053x 400 x 737
= 1575,08 mm
2
dipakai 6D22  As ada = 2281 mm
2
As’ perlu  = 50 As = 0,5 x 2281 mm
2
= 920,12 mm
2
dipakai 4D22  As ada = 1521 mm
2
Syarat  : As min
1
= d
b fy
fc 
 4
= 737
400 400
4 30
 
x = 1009.18 mm
2
As min
2
= d
b fy
 
4 ,
1 =
737 400
400 4
, 1
x x
= 1031.8 mm
2
As min
1
≤        As ≥
As min
2
1009.18 mm
2
≤ 2281 mm
2
≥ 1031.8 mm
2
........... OK
92
Kontrol  analisa penampang :
a = b
fc fy
As 
 
85 ,
= 400
30 85
, 400
2281 x
x x
= 89.45
ØMn = ØAs.fy.d- 2
a
ØMn = 
 
 
 
2 45
. 89
737 400
2281 8
, x
x x
x10
-6
= 505.31 kNm ØMn
≥ Mu 505.31  kNm
≥  355,90 kNm ...............OK
Kontrol jarak tulangan = b–2xselimut beton–2xtul.Sengkang–
5xtul.lentur = 400 - 2x40 - 2x12 – 6x22
= 164
mm Syarat
:
 
1 6
164 = 32.8 22 .....................OK
6D22
400
4D22
3
12
800
Gambar 4.12. Penampang Balok Ukuran 4080 pada Tumpuan Bentang Kanan
93
4.10.4. Kontrol Torsi
1 0 2 0 3 0 0
8 0 0
Gambar 4.13. Penampang Balok Torsi
Tu  = 0,23   kNm
Tn     = Tu
 =
0,23  0,75 =
0,31  kNm Acp  =
400 x 800   =  320000   mm
2
Pcp   = 2 400 + 800   =  2400   mm
Syarat : Tu  =
Pcp Acp
fc
2
. 12
 Tu  =  0,23  kn m
= 2400
320000 .
12 30
7 ,
.10 5
2 -6
=        14,61 kn m
Tu  =  0,23  kn m Maka pengaruh torsi diabaikan
Karena tinggi balok h = 800 mm maka dipasang tulangan praktis 2D22 As=760,3 mm
2
10 As tul tarik pokok = 10x2281mm
2
= 228,1 mm
2
. 94
4.10.5. Penulangan Geser Balok