MUTU BAJA (menurut PBI 1971) Tegangan leleh baja (kg/cm2) U - 22 baja lunak U - 24 baja lunak U - 32 baja sedang U - 39 baja keras U - 48 baja keras
2200 2400 3200 3900 4800
kg/cm2 kg/cm2 kg/cm2 kg/cm2 kg/cm2
Tegangan tarik/teka n ang !iijinkan (kg/cm2) beban beban tetap tetap beban beban sement sementara ara U - 22 1250 1800 U - 24 1400 2000 U - 32 1850 2650 U - 39 2250 3200 U - 48 2750 4000 Umum 0.58 teg.lele! 0.83 teg.lele! teg.lele! 2200 3900 Umum 1276 3237 "ekuatan tarik/tekan baja rencana (kg/cm2) U - 22 1910 U - 24 2080 U - 32 2780 U - 39 3390 U - 48 4170 Umum 0.87 teg.lele! teg.lele! 4800 Umum 4176 MUTU B#T$% (menurut PBI 1971)
"125 "175 "225
struktur struktur struktur
125 kg/cm2 175 kg/cm2 225 kg/cm2
Tegangan bet&n ang !iijinkan (PBI 1971) Mutu "uat tekan "arakter#st#k $enturan tanpa dan/ atau dgn ga%a n&rmal ' Tekan Tarik (a%a aks#al Tekan Tarik (eser &le! lentur atau punt#r ' Tanpa tul geser Dgn tul geser (eser &le! lentur dengan punt#r ' Tanpa tul geser Dgn tul geser (eser p&ns pada penampang kr#t#s Tanpa tul geser Dgn tul geser
Tegangan ang !iijinkan (kg/cm2) B1 100
beban teta' "12 "17 125 175
"22 225
Umum
B1 100
beban ementara "12 "17 "22 125 175 225
35 5
40 5.5
60 6.5
75 7
55 7
70 7.5
100 9
125 10
35 4
40 4
60 5
75 5.5
55 5
70 5.5
100 6.5
125 7.5
4.5 11
5 12
5.5 14
6.5 16
7 17
7. 7 .5 19
9 22
10 25
5.5 14
6 15
7 18
8 20
8.5 21
9.5 24
11 28
13 32
6.5 13
7.5 15
8.5 17
10 10 20
10 20
11 22
13 26
15 30
Umum
Cdesign Consultant
Tabel Beton
TABEL M#%#%TU"A% *IAMAT#+ !an JA+A" ,#%-"A%- JI"A *I"#TA.UI u )utu bet&n *)pa+ )utu baja *)pa+ *iameter *iameter Jarak engkang engkang mm mm 3 7 3 1 3 12 3 1 3 17 3 2 3 22 3 2 3 27 3 0 1 7 1 1 1 12 1 1 1 17 1 2 1 22 1 2 1 27 1 0 12 7 12 1 12 12 12 1 12 17 12 2 12 22 12 2 12 27 12 0 Catatan :
20 240
"175/"225 U24/U32
10 10
2
149012 1452 140075 141392 14302 1407 4919 4392 4319 43132 24755 241350 14303 14555 141 140153 14221 14123 14795 14259 047352 2491 245 241157 143732 145990 1452 1439 14079 14232
142139 1425 4912 43001 47779 47055 47 45737 4577 451 1450 1401 14177 141 495 4399 4391 4339 47751 4737 24130 1479 1439 1401 141910 14930 1425 49531 4927 43310
%ilai u (T$%) (T$%) untuk lebar bal&k b (mm) 0 0 1490 4929 43001 47537 47223 4533 45515 451 45225 453 142 1423 141 4995 43773 432 47321 4737 47212 4593 14391 1402 1401 14177 14570 49393 4929 43310 4313 4339
4993 4355 47779 47223 4530 4509 4509 45125 497 43 1403 14902 495 43773 43150 4772 4700 475 45321 4552 14537 14077 141910 14570 49737 49120 4355 43190 473 4770
4929 4339 47055 4533 4509 45231 453 4919 4733 4573 1423 1412 4399 432 4772 47293 4593 45700 4527 4505 1402 142511 14930 49393 49120 432 4339 47723 4702 4713
4379 47537 47 45515 4509 453 491 473 451 4 141171 4995 4391 47321 4700 4593 457 4532 45299 4517 14113 14177 1425 4929 4355 4339 47537 47055 4710 4533
43001 47055 45737 451 45125 4919 473 450 42 407 141 4399 4339 4737 475 45700 4532 45231 45115 4979 1401 14930 49531 43310 43190 47723 47055 4777 453 4550
4793 4710 4577 45225 497 4733 451 42 429 409 4990 4330 47751 47212 45321 4527 45299 45115 4957 432 14205 14091 4927 4313 473 4702 4710 453 4552 45
2.2361
*u +aksi+u+ -pa. 22361 rtin!a tegangan *u *u +aksi+u+, +aksi+u+, adi lebar balok balok diperbesar
,u *2.025.314.06.%+/*b.s+ 06/6.srt*c+ ara pemaka#an ' b 200 ! 400 , 1500 kg 15000 ,u 15000/*200400+ ,u 0.1875
Version 10/31/2017, 083223
Design b! Tegu" #antoso #$d %iterature Diktat #&#'( #&#'( 1))1
Cdesign Consultant
Tabel Beton
TABEL M#%#%TU"A% *IAMAT#+ !an JA+A" ,#%-"A%- JI"A *I"#TA.UI u )utu bet&n *)pa+ )utu baja *)pa+ *iameter Jarak engkang engkang mm mm 3 7 3 1 3 12 3 1 3 17 3 2 3 22 3 2 3 27 3 0 1 7 1 1 1 12 1 1 1 17 1 2 1 22 1 2 1 27 1 0 12 7 12 1 12 12 12 1 12 17 12 2 12 22 12 2 12 27 12 0 Catatan :
20 240
10 2 15 10 119 13 1 9 39 3 32 277 219 13 151 1 102 122 11 13 10 079 29 2 212 133 17 15 1 105 123
"175/"225 U24/U32
1 170 11 122 19 1 90 33 30 3 77 25 19 15 1 101 12 112 1 1 9 00 252 213 139 159 10 11 102 12 117
%ilai u ("-) untuk lebar bal&k b (mm) 2 2 0 0 11 117 10 90 35 31 77 7 71 59 19 13 10 12 19 11 9 9 35 32 252 27 17 10 103 125 117 11 1 99
122 10 91 30 73 7 7 53 55 5 15 10 117 1 95 9 3 31 73 7 213 17 19 102 119 11 10 97 92 33
19 90 30 77 72 59 55 5 52 51 1 12 1 9 33 32 73 7 72 7 139 10 102 117 17 99 90 33 3 31
1 35 73 72 53 5 50 51 5 9 101 19 95 33 32 77 70 71 53 55 159 103 119 17 93 91 35 32 79 75
90 31 7 59 5 50 51 9 3 7 12 11 9 32 77 70 7 57 5 5 10 125 11 99 91 3 31 77 7 72
33 77 7 55 50 51 9 3 5 112 9 3 73 70 7 57 5 50 51 11 117 10 90 35 31 77 7 71 59
30 7 53 5 51 9 3 5 1 9 31 7 71 57 5 50 51 5 102 11 97 33 32 77 7 71 53 55
3 71 55 52 5 3 5 0 1 35 73 72 53 5 50 51 5 3 12 1 92 3 79 7 71 53 55 5
223.6068
*u +aksi+u+ &. 224 rtin!a tegangan *u *u +aksi+u+, adi lebar balok diperbesar
,u *2.025.314.06.%+/*b.s+ 06/6.srt*c+ ara pemaka#an ' b 200 ! 400 , 1500 kg 15000 ,u 15000/*200400+ ,u 0.1875
Version 10/31/2017, 083223
0.1875
Design b! Tegu" #antoso #$ %iterature Diktat #&#'( 1))1
2400 2400 2400 2400 2400 2400
kak# 50 50 50 50 50 50
d 2 2 2 2 2 2
:25 d8-75 1.34mm2 8042kg*2+ :25 d8-100 1.005mm2 6031kg*2+ :25 d8-125 0.804mm2 4825kg*2+ :25 d8-150 0.67mm2 4021kg*2+ :25 d8-175 0.574mm2 3446kg*2+ :25 d8-200 0.502mm2 3015kg*2+ :30 d8-75 1.34mm2 9650kg*2+ :30 d8-100 1.005mm2 7238kg*2+ :30 d8-125 0.804mm2 5790kg*2+ :30 d8-150 0.67mm2 4825kg*2+ :30 d8-175 0.574mm2 4136kg*2+ :30 d8-200 0.502mm2 3619kg*2+ :35 d8-75 1.34mm2 11259kg*2+ :35 d8-100 1.005mm2 8444kg*2+ :35 d8-125 0.804mm2 6755kg*2+ :35 d8-150 0.67mm2 5629kg*2+ :35 d8-175 0.574mm2 4825kg*2+ :35 d8-200 0.502mm2 4222kg*2+ :40 d8-75 1.34mm2 12867kg*2+ :40 d8-100 1.005mm2 9650kg*2+ :40 d8-125 0.804mm2 7720kg*2+ :40 d8-150 0.67mm2 6433kg*2+ :40 d8-175 0.574mm2 5514kg*2+ :40 d8-200 0.502mm2 4825kg*2+ :45 d8-75 1.34mm2 14476kg*2+ :45 d8-100 1.005mm2 10857kg*2+ :45 d8-125 0.804mm2 8685kg*2+ :45 d8-150 0.67mm2 7238kg*2+ :45 d8-175 0.574mm2 6204kg*2+ :45 d8-200 0.502mm2 5428kg*2+ :50 d8-75 1.34mm2 16084kg*2+ :50 d8-100 1.005mm2 12063kg*2+ :50 d8-125 0.804mm2 9650kg*2+
s 8 8 8 8 8 8
7.5 10 12.5 15 17.5 20
s 16084.95 12063.72 9650.973 8042.477 6893.552 6031.858
1.340413 1.00531 0.804248 0.670206 0.574463 0.502655
:50 d8-75 1.34mm :50 d8-100 1.005 :50 d8-125 0.804 :50 d8-150 0.67m :50 d8-175 0.574 :50 d8-200 0.502
:50 d8-150 0.67mm2 8042kg*2+ :50 d8-175 0.574mm2 6893kg*2+ :50 d8-200 0.502mm2 6031kg*2+
16084kg*2+ m2 12063kg*2+ m2 9650kg*2+ 2 8042kg*2+ m2 6893kg*2+ m2 6031kg*2+
P#+.ITU%-A% -#,#+ BA6$" Mutu Bahan Bet&n Baja
15 )pa 240 )pa
;ul utama '
12 mm 8 mm
*imeni Bal&k B ( cm ) . ( cm )
* cm
Jumlah kaki
jarak mm
8c kg
8 kg
8n kg
1 2 3 4
13 13 13 20
25 25 25 25
20.6 20.6 20.6 20.6
2 2 2 2
75 100 150 200
1729 1729 1729 2659
6624 4968 3312 2484
5011 4018 3024 3086
5 6 7 8
20 20 20 20
40 40 40 40
35.6 35.6 35.6 35.6
2 2 2 2
75 100 150 200
4596 4596 4596 4596
11447 8585 5723 4293
9626 7909 6192 5333
9 10 11 12
20 20 20 20
45 45 45 45
40.6 40.6 40.6 40.6
2 2 2 2
75 100 150 200
5241 5241 5241 5241
13054 9791 6527 4895
10977 9019 7061 6082
13 14 15 16
20 20 20 20
50 50 50 50
45.6 45.6 45.6 45.6
2 2 2 2
75 100 150 200
5887 5887 5887 5887
14662 10997 7331 5498
12329 10130 7931 6831
17 18 19 20
20 20 20 20
55 55 55 55
50.6 50.6 50.6 50.6
2 2 2 2
75 100 150 200
6532 6532 6532 6532
16270 12202 8135 6101
13681 11241 8800 7580
21 22 23 24
20 20 20 20
60 60 60 60
55.6 55.6 55.6 55.6
2 2 2 2
75 100 150 200
7178 7178 7178 7178
17877 13408 8939 6704
15033 12352 9670 8329
6UA, TU6A%-A% ,#%-"A%- *A6AM MM2 (Jumlah kaki 2) Jarak 7 1 12 1 17 2
5 0.754 0.565 0.452 0.377 0.323 0.283
3 1.340 1.005 0.804 0.670 0.574 0.503
1 2.094 1.571 1.257 1.047 0.898 0.785
12 3.016 2.262 1.810 1.508 1.293 1.131
10 3.540 2.655 2.124 1.770 1.517 1.327
15 5.362 4.021 3.217 2.681 2.298 2.011
19 22 7.561 10.137 5.671 7.603 4.536 6.082 3.780 5.068 3.240 4.344 2.835 3.801
6UA, TU6A%-A% ,#%-"A%- *A6AM MM2 (Jumlah kaki 0) Jarak 7 1 12 1 17 2 0.754
5 1.131 0.848 0.679 0.565 0.485 0.424
3 2 .011 1.508 1.206 1.005 0.862 0.754
1 3.142 2.356 1.885 1.571 1.346 1.178
12 4.524 3.393 2.714 2.262 1.939 1.696
10 5.309 3.982 3.186 2.655 2.275 1.991
15 19 22 8.042 11.341 15.205 6.032 8.506 11.404 4.825 6.805 9.123 4.021 5.671 7.603 3.447 4.860 6.517 3.016 4.253 5.702
212226 312339 412452 512565 612678 712791 812904 9121017 10121130 ;ens#&n 0.8 *;+ 0.65
d8-75 1.340/2.011 d8-1001.000/1.508 d8-1250.804/1.206 d8-1500.670/1.004 d8-1750.574/0.862 d8-2000.503/0.754 d10-75 2.904/3.142 d10-1001.571/2.356 d10-1251.257/1.885 d10-1501.047/1.571 d10-1750.898/1.346 d10-2000.785/1.178
2d8100 4d8201 6 d8301 8 d8402 10d8502 2d10157 4d10314 6d10471 8d10628 10d10785
% ' c= ' ;ul utama ' b mm
350 )pa 15 )pa 13 mm
c&er
'
! mm 200 200 200 200 200 200 200 200 200 200 200 200
600 250 250 250 250 250 250 250 250 250 250 250
4 3 4 5 6 7 8 3 3 3 3 3
3 3 4 5 6 7 8 3 3 3 3 3
25 mm
)n kgm 8653 d8-200 2017 d8-75 2657 d10-150 3362 d8-200 4034 d8-75 4705 d8-75 5377 d8-75 2017 d8-75 2017 d8-75 2017 d8-75 2017 d8-75 2017 d8-75
cs )pa %s )pa
2 2 2 2 2 2 2 2 2 2 2 2
f ,n kg 6913.186 5242.689 4311.083 2638.248 5242.689 5242.689 5242.689 5242.689 5242.689 5242.689 5242.689 5242.689
15 240
m
7362
4753
B 1111
B5 1111
130 250 1.75 2$
B7 1111 130 250 2
0$
130 400 2 0$
130 500 6
130 350 4
130 250 2
:+#;< :+#;< :+#;<
:+#;< :+#;< :+#;<
4 :+#;< :+#;<
trapesiu+3 trapesiu+3 segitiga3 2.00 2.00 1.00 1.75 2 2 >?@A >?@A >?@A trapesiu+4 trapesiu+4 segitiga4 0.75 2.00 1.00 1.75 2 2 >?@A >?@A >?@A 93.6 93.6 149.76 3 3 3 900 900 900 :+#;< :+#;< :+#;< >?@A 0.00 0.00
trapesiu+1 0 6 >?@A trapesiu+2 0.75 6 >?@A 187.2 3 900 >?@A
>?@A >?@A 6
trapesiu+1 trapesiu+1 0.875 0 4 2 >?@A >?@A trapesiu+2 trapesiu+ 1.375 1.5 4 2 >?@A >?@A 131.04 93.6 3 3 900 900 >?@A >?@A
0.00 >?@A 4
0.00 >?@A 2
B3 1111
B9 1111 130 250 2
B1 1111 130 250 2
130 250 2 0$
130 400 5
130 400 5
130 400 5
:+#;< :+#;< :+#;<
:+#;< :+#;< :+#;<
:+#;< :+#;< :+#;<
0$
0$
trapesiu+3 trapesiu+3 trapesiu+3 1.25 1.25 1.25 2 2 2 >?@A >?@A >?@A segitiga4 segitiga4 segitiga4 1 1 1 2 2 2 >?@A >?@A >?@A 93.6 93.6 93.6 3 3 3 900 900 900 :+#;< :+#;< :+#;< 0.00 0.00 0.00
trapesiu+1 trapesiu+1 trapesiu+1 1.5 1.5 1.5 5 5 5 >?@A >?@A >?@A trapesiu+2 trapesiu+2 trapesiu+2 0.75 0.75 0.75 5 5 5 >?@A >?@A >?@A 149.76 149.76 149.76 3 3 3 900 900 900 >?@A >?@A >?@A
0.00 >?@A 5
0.00 >?@A 5
0.00 >?@A 5
Cdesign Consultant
Tabel Beton
TABEL 6UA, *A% JA+A" TU6A%-A% P#6AT U%TU" 6#BA+ 1 =M
Jarak Jumlah A, ke Batang A, (mm) 'er meter 75 13.3 100 10.0 125 8.0 150 6.7 175 5.7 200 5.0
5
3
377 283 226 188 161 141
670 502 402 335 287 251
*iameter Tulangan (mm) 1 12 10 15 6ua tulangan (mm2) 1 047 1507 1 769 2 679 785 1130 1327 2010 628 904 1061 1608 523 754 884 1340 449 646 758 1148 393 565 663 1005
19
22
3 778 2834 2267 1889 1619 1417
5 066 3799 3040 2533 2171 1900
plat 1000/s.025.314.dB2
k&e>ien 'enulangan begel / m? t ump lap #a utama 13 13 #a begel 8 8 Carak 150 200 #mens# 150 150 #mens# % 200 200 penutup bet&n 20 20 1842 1381 1451151 kg k&e>ien 'enulangan 'lat ( 1 laer) / m2 sb D sb #a 8 8 Carak 125 125 3432 3432 5435 kg
6 8 10 12 13 16 19 22 25 29 32
0.22 0.39 0.62 0.89 1.04 1.58 2.23 2.98 3.85 5.03 6.3
k&e>ien 'enulangan bal&k / m? tum lap #a tep# 16 16 #a tenga! 12 12 #a tamba!an 10 10 Cml utama tep# 4 4 Cml utama tenga! 2 2 Cml tamba!an 2 2 )34 )34 1427 kg
Version 10/31/2017, 083223
Design b! Tegu" #antoso #$d %iterature Diktat #&#'( 1))1
Cdesign Consultant
Tabel Beton
TABEL 6UA, P#%AMPA%- BAJA TU6A%-A%
6 8 10 12 13 16 19 22 25 29 32
0.22 0.39 0.62 0.89 1.04 1.58 2.23 2.98 3.85 5.03 6.3
28 50 79 113 133 201 283 380 491 660 804
57 100 157 226 265 402 567 760 981 1320 1608
Version 10/31/2017, 083223
85 151 236 339 398 603 850 1140 1472 1981 2412
113 201 314 452 531 804 1134 1520 1963 2641 3215
141 251 393 565 663 1005 1417 1900 2453 3301 4019
170 301 471 678 796 1206 1700 2280 2944 3961 4823
198 352 550 791 929 1407 1984 2660 3434 4621 5627
226 402 628 904 1061 1608 2267 3040 3925 5281 6431
254 452 707 1017 1194 1809 2550 3419 4416 5942 7235
283 502 785 1130 1327 2010 2834 3799 4906 6602 8038
Design b! Tegu" #antoso #$d %iterature Diktat #&#'( 1))1
,P#,I;I"A,I J"B6 B+= ?@ G
)E F?@ < mm mm
?G<< FE?@ ?@ )<< < )E F?@ ?G<< FE?@ UE; H@? <:@@; H@? ?G$$ mm mm mm2/mm mm2/mm kg/m2 kg kg
)10 )9 )8 )7 )6 )5 )4
10 9 5 7 6 5 4
150 150 150 150 150 150 150
10 9 5 7 6 5 4
150 150 150 150 150 150 150
524 424 335 257 188 131 084
524 424 335 257 188 131 084
8.22 6.66 5.26 4.03 2.96 2.06 1.32
96.55 78.21 61.79 47.31 34.76 24.14 15.45
347.58 241.37 154.48
I9 I8 I7 I6 I5
9 8 7 6 5
150 150 150 150 150
9 8 7 6 5
200 200 200 200 200
636 503 385 283 196
251 251 192 192 192
6.97 5.92 4.53 3.73 3.05
81.7 69.25 53.02 43.5 35.44
434.97 354.4
%a+piran
"$#;I,I#% P6AT 1 E
ly
x l
EE ly
x l
EEE ly
x l
E, x l
E,I x l
, ly
x l
,I x l
,E ly
x l
,EI ly
x l
)l )l% )l )l% )t )t% )l )l% )t )t% )l ly )l% )t% )l )l% ly )t )l )l% )t% )l ly )l% )t )l
44 44 21 21 52 52 28 28 68 68 22 32 70 32 22 70 31 37 84 37 31 84 21
1.1 52 45 25 21 59 54 33 28 77 72 28 35 79 34 20 74 38 39 92 41 30 92 26
1.2 59 45 28 20 64 56 38 28 85 74 34 37 87 36 18 77 45 41 99 45 28 98 31
1.3 66 44 31 19 69 57 42 27 92 76 42 39 94 38 17 79 53 41 104 48 27 103 36
1.4 73 44 34 18 73 57 45 26 98 77 49 40 100 39 15 81 60 42 109 51 25 108 40
1.5 78 43 36 17 76 57 48 25 103 77 55 41 105 40 14 82 66 42 112 53 24 111 43
1.6 84 1 37 16 79 57 51 23 107 78 62 41 109 41 13 83 72 41 115 55 22 114 46
1.7 88 40 38 14 81 57 53 23 111 78 68 41 112 41 12 84 78 41 117 56 21 117 49
1.8 93 39 40 13 82 57 55 22 113 78 74 41 115 42 11 84 83 40 119 58 20 119 51
1.9 97 38 40 12 83 57 57 21 116 78 80 40 117 42 10 84 88 39 121 59 19 120 53
2 100 37 41 12 83 57 58 19 118 79 85 39 119 42 10 84 92 38 122 60 18 121 55
2.1 103 36 41 11 83 57 59 18 119 79 89 38 120 42 10 84 96 37 122 60 17 122 56
2.2 106 35 41 11 83 57 59 17 120 79 93 37 121 42 9 83 99 36 123 60 17 122 57
2.3 108 34 42 11 83 57 60 17 121 79 97 36 122 42 9 83 102 35 123 61 16 123 58
2.4 110 33 42 10 83 57 61 16 122 79 100 35 123 42 9 83 105 34 124 61 16 123 59
2.5 112 32 42 10 83 57 61 16 122 79 103 35 123 42 9 83 108 33 124 62 15 124 60
J2.5 125 25 42 8 3 57 63 13 125 79 125 25 125 42 8 83 125 25 125 63 13 125 63
)l%
26
27
28
28
27
26
25
23
22
21
21
20
20
19
19
18
13
)t
55
65
74
82
89
94
99
103
106
110
114
116
117
118
119
120
125
)t% )l )l% )t )t%
60 26 21 60 55
65 29 20 66 57
69 32 19 71 57
72 35 18 74 57
74 36 17 77 58
76 38 15 79 57
77 39 14 80 57
78 78 40 40 13 12 82 83 57 57 ;erletak bebas
78 41 12 83 57
78 41 11 83 57
78 42 11 83 57
78 42 10 83 57
78 42 10 83 57
78 42 10 83 57
79 42 10 83 57
79 42 8 83 57
des#gn
Cdesign Consultant
#tatika e+pa
"#TA.A%A% -#MPA aktor &euta+aan ( back (edung-gedung m&numental as#l#tas pent#ng *ruma! sak#t sek&la! dll+ as#l#tas d#str#bus# ba!an gas dan m#n%ak bum# d#daera! perk&taan (edung %ang men%#mpan ba!an berba!a%a *gas beracun dll+ (edung la#n aktor enis struktur & back jen#s gedung H&rtal dakta#l bet&n bertulang bet&n pratekan *3+ baja ka%u #nd#ng geser berangka# bet&n bertulang dakta#l *1+ #nd#ng geser kant#leer bet&n bertulang dakta#l *1+ d#nd#ng ber&ngga bertulang ka%u *ka%u+ #nd#ng geser kant#leer bet&n bertulang dengan dakt#l#tas d#nd#ng ber&ngga bertulang terbatas *1+ ka%u *2+ H&rtal dengan #katan bet&n bertulang d#ag&nal baja ka%u
1.5 15 2 2 1
1 1.4 1 1.7 1 1.2 2.5 2 1.5 3 2.5 2.5 2.5 3 2.5 2.5 3 3
0.5 0.09
1 -
-
0.13 0.07
-
-
0.09 0.05
-
-
0.07 0.03
-
0.05 0.03
2 0.045 0.065 0.035 0.045 0.025 0.035 0.015 0.025 0.02
Cdesign Consultant
3 0.045 0.065 0.035 0.045 0.025 0.035 0.015 0.025 0.01 0.02 0 0
#tatika e+pa
Cdesign Consultant
Tabel Beton
TABEL
6#BA+ BA6$" MI%IMUM (cm) * 10 12 13 14 16 18 19 20 22 25 25 29 32 36 40 50
Jumlah Batang Tulangan Baja !alam atu la'i 2 0 5 7 3 9 1 14.50 18.00 21.50 25.00 28.50 32.00 35.50 38.00 41.50 14.90 18.60 22.30 26.00 29.70 33.40 37.10 40.80 44.50 15.10 18.90 22.70 26.50 30.30 34.10 37.90 41.70 45.50 15.30 18.20 23.10 27.00 30.90 34.80 38.70 42.60 46.50 15.70 19.80 23.90 28.00 32.10 36.20 40.30 44.40 48.50 16.10 20.40 24.70 29.00 33.30 37.60 41.90 46.20 50.50 16.30 20.37 25.10 29.50 33.90 38.30 42.70 47.10 51.50 16.50 21.00 25.50 30.00 34.50 39.00 43.50 48.00 52.50 16.90 21.60 26.30 31.00 35.70 40.40 45.10 49.80 54.50 17.50 22.50 27.50 32.50 37.50 42.50 47.50 52.50 57.50 18.40 24.00 29.60 35.20 40.80 46.40 52.00 57.60 63.20 18.70 24.50 30.30 36.10 41.90 47.70 53.50 59.30 65.10 19.60 26.00 32.40 38.80 45.20 51.60 58.00 64.40 70.80 20.80 28.00 35.20 42.40 49.60 56.80 64.00 71.20 78.40 22.00 30.00 38.00 46.40 54.00 62.00 70.00 78.00 86.00 25.00 35.00 45.00 55.00 65.00 75.00 85.00 95.00 105.00
Version 10/31/2017, 083224
Tambahan 'er Batang 3.50 3.70 3.80 3.90 4.10 4.30 4.40 4.50 4.70 5.00 5.60 5.80 6.40 7.20 8.00 10.00
Design b! Tegu" #antoso #$d %iterature Diktat #&#'( 1))1
Cdesign Counsultant
&de Cen#s Iaja &de baja
Tabel Baa
287 *c!annels+ 200.75.20.32
E *cm4+ E% *cm4+ F *cm3+ F% *cm3+ # *cm+ #% *cm+ *cm2+
721 87.5 72.1 16.8 7.77 2.71 11.81
!b *cm+ bs *cm+ ts *cm+ tb *cm+ g *kg/m+ e *cm+ e% *cm+
20 7.5 0.32 0.32 9.27 0 2.27
TABEL KONSTRUKSI BAJA (SERI METRIK) Pr&>il "anal
=&!e Baja
h (mm)
b (mm)
! (mm)
t (mm)
kg/m?
I@ (cm)
I(cm)
i@(cm)
i(cm)
@(cm)
(cm)
A (cm2)
e@ (mm)
e (mm)
*c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+
200.75.20.32 150.75.20.45 150.65.20.32 150.50.20.45 150.50.20.32 150.50.20.23 125.50.20.45 125.50.20.4.0 125.50.20.32 125.50.20.23 100.50.20.45 100.50.20.40 100.50.20.32 100.50.20.26 100.50.20.23 100.50.20.16 75.45.15.23 75.45.15.16 60.30.10.23 60.30.10.16 350.50.50.45 350.50.50.40 300.50.50.45 300.50.50.40 250.50.50.45 250.50.50.40 200.50.50.45 200.50.50.40 200.50.50.32 150.75.75.45
200 150 150 150 150 150 125 125 125 125 100 100 100 100 100 100 75 75 60 60 350 350 300 300 250 250 200 200 200 150
75 75 65 50 50 50 50 50 50 50 50 50 50 50 50 50 45 45 30 30 50 50 50 50 50 50 50 50 50 75
3.2 4.5 3.2 4.5 3.2 2.3 4.5 4 3.2 2.3 4.5 4 3.2 2.6 2.3 1.6 2.3 1.6 2.3 1.6 4.5 4 4.5 4 4.5 4 4.5 4 3.2 4.5
3.2 4.5 3.2 4.5 3.2 2.3 4.5 4 3.2 2.3 4.5 4 3.2 2.6 2.3 1.6 2.3 1.6 2.3 1.6 4.5 4 4.5 4 4.5 4 4.5 4 3.2 4.5
9.27 11 7.51 9.2 6.76 4.96 8.32 7.5 6.13 4.51 7.43 6.71 5.5 4.55 4.06 2.88 3.25 2.32 2.25 1.63 15.4 13.7 13.6 12.1 11.8 10.6 10.1 9 7.27 10.1
721 489 332 368 280 210 238 217 181 137 139 127 107 89.7 80.7 58.4 37.1 27.1 15.6 11.6 2750 2470 1850 1660 1160 1050 666 600 490 438
87.5 99.2 53.8 35.7 28.3 21.9 33.5 33.1 26.6 20.6 30.9 28.7 24.5 21 19 14 11.8 8.71 3.32 2.56 27.5 24.8 26.8 24.1 25.9 23.3 24.6 22.2 18.2 71.4
7.77 5.92 5.89 5.6 5.71 5.77 4.74 4.77 4.82 4.88 3.82 3.85 3.9 3.93 3.95 3.99 3 3.03 2.33 2.37 11.8 11.9 10.3 10.3 8.78 8.81 7.2 7.23 7.28 5.84
2.71 2.66 2.37 1.75 1.81 1.86 1.78 1.81 1.85 1.89 1.81 1.83 1.87 1.9 1.92 1.95 1.69 1.72 1.07 1.11 1.19 1.19 1.24 1.25 1.31 1.32 1.38 1.39 1.4 2.36
72.1 65.2 44.3 49 37.4 28 38 34.7 29 21.9 27.7 25.4 21.3 17.9 16.1 11.7 9.9 7.24 5.2 3.88 157 151 123 111 93 83.7 66.6 60 49 58.4
16.8 19.8 12.2 10.5 8.19 6.33 10.1 9.38 8.02 6.22 9.82 9.13 7.81 6.68 6.06 4.47 4.24 3.13 1.71 1.32 6.48 5.81 6.41 5.74 6.31 5.66 6.18 5.55 4.51 13.2
11.81 13.97 9.567 11.72 8.607 6.322 10.59 9.548 7.807 5.747 9.469 8.548 7.007 5.796 5.172 3.672 4.137 2.952 2.872 2.072 19.58 17.47 17.33 15.47 15.08 13.47 12.83 11.47 9.263 12.83
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
22.7 25 21.1 15.4 15.4 15.5 16.8 16.8 16.8 16.9 18.6 18.6 18.6 18.6 18.6 18.7 17.2 17.2 10.6 10.6 7.5 7.3 8.2 8 9.1 8.8 10.3 10 9.7 20.8
Version 10/31/2017,083224
Design b! Tegu" #antoso #$d
Cdesign Counsultant
*c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+ *c!annels+
Tabel Baa
150.50.50.45 100.50.50.32 75.40.15.32 60.30.30.23 38.15.15.15 19.12.12.15
Version 10/31/2017,083224
150 100 75 60 38 19
50 50 40 30 15 12
4.5 3.2 3.2 2.3 1.5 1.5
4.5 3.2 3.2 2.3 1.5 1.5
8.31 4.76 3 2.03 0.71 0.45
329 93.6 27.3 14.2 1.93 0.3
22.8 14.9 4.48 2.26 0.19 0.08
5.57 3.93 2.67 2.34 1.43 0.73
1.47 1.57 1.08 0.94 0.45 0.37
43.9 18.7 9.12 4.72 1.02 0.32
5.99 4.14 6.93 1.06 0.17 0.98
10.58 6.063 3.823 2.586 0.901 0.563
0 0 0.8 0 0 0
12 14 7.5 8.6 4 4.1
Design b! Tegu" #antoso #$d
Cdesign Counsultant
Tabel Baa
=&!e 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 Version 10/31/2017,083224
Design b! Tegu" #antoso #$d
Cdesign Counsultant
Tabel Baa
317 318 319 320 321 322
Version 10/31/2017,083224
Design b! Tegu" #antoso #$d
*a>tar ;akt&r Tekuk e 310
w
Tabel untuk 'erhitun e 360
e 430
e 510 l
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.011 1.004 1.010 1.016 1.022 1.028 1.035 1.041 1.047 1.054 1.060 1.067 1.073 1.080 1.087 1.094 1.101 1.108 1.115 1.123 1.130 1.137 1.145 1.153 1.161 1.168 1.176
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.004 1.011 1.017 1.024 1.031 1.038 1.045 1.052 1.059 1.066 1.073 1.081 1.088 1.096 1.103 1.111 1.119 1.127 1.135 1.144 1.152 1.161 1.169 1.178 1.187 1.196 1.205 1.215
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.015 1.022 1.030 1.037 1.045 1.052 1.060 1.068 1.076 1.084 1.092 1.100 1.108 1.117 1.126 1.134 1.143 1.152 1.162 1.171 1.181 1.190 1.200 1.210 1.220 1.231 1.241 1.252
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.036 1.044 1.053 1.061 1.070 1.079 1.089 1.098 1.107 1.117 1.127 1.137 1.147 1.158 1.168 1.179 1.190 1.201 1.212 1.224 1.236 1.248 1.260 1.273 1.286 1.299 1.312 1.326
a
30 31 32 33 34 35 36 37 38 39 40 l
1.000 0.992 0.984 0.975 0.967 0.959 0.951 0.942 0.934 0.962 0.918 a
51 52 53 54 55 56 57 58 59 60 l
0.827 0.819 0.810 0.802 0.794 0.786 0.777 0.769 0.761 0.753 a
71 72 73 74 75 76 77 78 79 80 l
0.662 0.654 0.645 0.637 0.629 0.621 0.612 0.604 0.596 0.588 a
91 92 93 94 95 96 97 98 99 100 l
0.497 0.489 0.481 0.472 0.464 0.456 0.448 0.439 0.431 0.423 a
49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102
1.185 1.193 1.201 1.210 1.218 1.227 1.236 1.245 1.254 1.263 1.272 1.282 1.292 1.301 1.311 1.321 1.332 1.342 1.353 1.363 1.374 1.385 1.397 1.408 1.420 1.432 1.444 1.456 1.469 1.481 1.494 1.507 1.521 1.534 1.548 1.562 1.576 1.591 1.606 1.621 1.637 1.652 1.668 1.685 1.702 1.719 1.736 1.754 1.772 1.790 1.809 1.828 1.848 1.868
1.224 1.234 1.244 1.254 1.264 1.274 1.284 1.295 1.306 1.317 1.328 1.339 1.351 1.363 1.375 1.387 1.399 1.412 1.425 1.438 1.451 1.465 1.478 1.492 1.507 1.521 1.536 1.552 1.567 1.583 1.599 1.616 1.632 1.650 1.667 1.685 1.703 1.722 1.741 1.761 1.781 1.801 1.822 1.844 1.866 1.888 1.911 1.935 1.959 1.984 2.009 2.036 2.062 2.090
1.263 1.274 1.285 1.297 1.308 1.320 1.333 1.345 1.357 1.370 1.383 1.397 1.410 4.424 1.438 1.453 1.467 1.482 1.498 1.513 1.529 1.546 1.562 1.579 1.597 1.614 1.633 1.651 1.670 1.690 1.710 1.730 1.751 1.772 1.794 1.817 1.840 1.863 1.888 1.913 1.938 1.964 1.991 2.019 2.048 2.077 2.107 2.138 2.170 2.203 2.237 2.272 2.308 2.346
1.339 1.354 1.368 1.383 1.398 1.413 1.429 1.445 1.462 1.479 1.496 1.514 1.532 1.551 1.570 1.589 1.609 1.630 1.651 1.672 1.694 1.717 1.740 1.765 1.789 1.815 1.841 1.868 1.895 1.924 1.953 1.983 2.015 2.047 2.080 2.225 2.150 2.187 2.225 2.264 2.305 2.348 2.397 2.450 2.504 2.558 2.613 2.688 2.724 2.780 2.837 2.895 2.953 3.012
111 112 113 114 115 116 117 118 119 120 l
0.343 0.337 0.331 0.325 0.320 0.314 0.309 0.304 0.299 0.294 a
131 132 133 134 135 136 137 138 139 140 l
0.246 0.243 0.239 0.236 0.232 0.229 0.225 0.222 0.219 0.216 a
151 152 153 154 155 156 157 158 159 160 l
0.186 0.183 0.181 0.178 0.176 0.174 0.172 0.169 0.167 0.165 a
171 172 173 174 175 176 177 178 179 180 l
0.145 0.143 0.142 0.140 0.138 0.137 0.135 0.134 0.132 0.131 a
191 192 193 194 195
0.116 0.115 0.114 0.112 0.111
103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156
1.889 1.910 1.931 1.953 1.976 1.999 2.022 2.047 2.071 2.097 2.123 2.149 2.176 2.204 2.233 2.263 2.293 2.324 2.356 2.394 2.433 2.473 2.513 2.553 2.594 2.635 2.676 2.718 2.760 2.802 3.845 2.888 2.931 2.975 3.019 3.063 3.107 3.152 3.197 3.243 3.289 3.335 3.381 3.428 3.475 3.523 3.571 3.619 3.667 3.716 3.765 3.814 3.864 3.914
2.118 2.147 2.177 2.208 2.239 2.272 2.305 2.340 2.375 2.421 2.464 2.508 2.552 2.597 2.642 2.687 2.733 2.779 2.826 2.873 2.920 2.968 3.016 3.064 3.113 3.162 3.212 3.262 3.312 3.363 3.414 3.465 3.517 3.570 3.622 3.675 3.729 3.783 3.837 3.892 3.947 4.002 4.058 4.114 4.170 4.227 4.285 4.342 4.401 4.459 4.518 4.577 4.637 4.697
2.389 2.435 2.482 2.530 2.578 2.626 2.675 2.724 2.774 2.824 2.875 2.926 2.978 3.030 3.082 3.135 3.189 3.242 3.297 3.351 3.406 3.462 3.518 3.575 3.632 3.689 3.747 3.805 3.864 3.923 3.983 4.043 4.104 4.165 4.226 4.288 4.350 4.413 4.476 4.540 4.604 4.669 4.734 4.800 4.866 4.932 4.999 5.066 5.134 5.202 5.271 5.340 5.410 5.480
3.071 3.131 3.192 3.253 3.314 3.377 3.439 3.503 3.567 3.631 3.697 3.762 3.829 3.895 3.963 4.031 4.100 4.169 4.238 4.309 4.380 4.451 4.523 4.596 4.669 4.743 4.817 4.892 4.968 5.044 5.121 5.198 5.276 5.354 5.434 5.513 5.593 5.674 5.755 5.837 5.920 6.003 6.087 6.171 6.256 6.341 6.427 6.514 6.601 6.688 6.777 6.866 6.955 7.045
157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200
3.964 4.015 4.066 4.117 4.169 4.221 4.273 4.326 4.379 4.432 4.485 4.539 4.593 4.648 4.703 4.758 4.813 4.869 4.925 4.982 5.039 5.096 5.153 5.211 5.269 5.327 5.386 5.445 5.504 5.564 5.624 5.684 5.745 5.806 5.867 5.929 5.991 6.053 6.116 6.178 6.242 6.305 6.369 6.433
4.757 4.818 4.879 4.941 5.003 5.065 5.128 5.191 5.254 5.318 5.382 5.447 5.512 5.578 5.643 5.710 5.776 5.843 5.911 5.978 6.046 6.115 6.184 6.253 6.323 6.393 6.463 6.534 6.605 6.677 6.749 6.821 6.894 6.967 7.041 7.115 7.189 7.264 7.339 7.414 7.490 7.566 7.643 7.720
5.550 5.621 5.692 5.764 5.836 5.909 5.982 6.056 6.130 6.205 6.280 6.355 6.431 6.507 6.584 6.661 6.739 6.817 6.896 6.975 7.054 7.134 7.214 7.295 7.377 7.458 7.540 7.623 7.706 7.790 7.874 7.958 8.043 8.128 8.214 8.300 8.387 8.474 8.562 8.650 8.738 8.827 8.917 9.007
7.136 7.227 7.319 7.411 7.504 7.598 7.692 7.786 7.881 7.977 8.074 8.171 8.268 8.366 8.465 8.564 8.664 8.765 8.866 8.967 9.070 9.172 9.276 9.328 9.484 9.589 9.695 9.801 9.908 10.015 10.123 10.232 10.341 10.451 10.561 10.672 10.783 10.895 11.008 11.121 11.235 11.349 11.464 11.580
gan tekuk
l
a
41 42 43 44 45 46 47 48 49 50
l
0.909 0.901 0.893 0.885 0.876 0.868 0.860 0.852 0.843 0.835
a
61 62 63 64 65 66 67 68 69 70 l
0.744 0.736 0.728 0.720 0.711 0.703 0.695 0.687 0.678 0.670 a
81 82 83 84 85 86 87 88 89 90 l
0.580 0.571 0.563 0.555 0.547 0.538 0.530 0.522 0.514 0.505 a
101 102 103 104 105 106 107 108 109 110 l
0.415 0.407 0.399 0.391 0.384 0.377 0.370 0.363 0.356 0.350 a
121 122 123 124 125 126 127 128 129 130 l
0.289 0.284 0.280 0.275 0.271 0.266 0.262 0.258 0.254 0.250 a
141 142 143 144 145 146 147 148 149 150 l
0.213 0.210 0.207 0.204 0.201 0.198 0.196 0.193 0.191 0.188 a
161 162 163 164 165 166 167 168 169 170 l
0.163 0.161 0.159 0.157 0.155 0.153 0.152 0.150 0.148 0.146 a
181 182 183 184 185 186 187 188 189 190 l
0.129 0.128 0.126 0.125 0.124 0.122 0.121 0.120 0.118 0.117 a
196 197 198 199 200
0.110 0.109 0.108 0.107 0.106
*a>tar Tekuk "au l
E
w
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
1.00 1.01 1.01 1.02 1.03 1.03 1.04 1.05 1.06 1.06 1.07 1.08 1.09 1.09 1.10 1.11 1.12 1.13 1.14 1.15 1.15 1.16 1.17 1.18 1.19 1.20 1.21 1.22 1.23 1.24 1.25 1.26 1.27 1.28 1.29 1.30 1.32 1.33 1.34 1.35 1.36 1.38 1.39 1.40 1.42 1.43 1.44 1.46
EE 130 129 128 127 126 126 125 124 123 122 121 120 119 119 118 117 116 115 114 113 113 112 111 110 109 108 107 107 106 105 104 103 102 102 101 100 99 98 97 96 95 94 94 93 92 91 90 89
EEE 85 84 84 83 83 82 82 81 80 80 79 79 78 78 77 77 76 75 75 74 74 73 73 72 71 71 70 70 69 69 68 67 67 66 66 65 64 64 63 63 62 62 61 61 60 59 59 58
E, 60 60 59 59 58 58 58 57 57 57 56 56 55 55 55 54 54 53 53 52 52 52 51 51 50 50 50 49 49 48 48 48 47 47 47 46 46 45 45 44 44 44 43 43 42 42 42 41
45 45 45 44 44 44 44 43 43 43 42 42 41 41 41 41 40 40 40 39 39 39 38 38 38 38 37 37 37 36 36 36 35 35 35 35 34 34 34 33 33 33 32 32 32 31 31 31
48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98
1.47 1.49 1.50 1.52 1.53 1.55 1.56 1.58 1.60 1.61 1.63 1.65 1.67 1.69 1.70 1.72 1.74 1.76 1.79 1.81 1.83 1.85 1.87 1.90 1.92 1.95 1.97 2.00 2.03 2.05 2.08 2.11 2.14 2.17 2.21 2.24 2.27 2.31 2.34 2.38 2.42 2.46 2.50 2.54 2.58 2.63 2.68 2.73 2.78 2.83 2.88
88 87 86 85 85 84 83 82 81 81 80 79 78 77 77 76 75 74 73 72 71 70 70 69 68 67 66 65 64 63 63 62 61 60 59 58 57 56 56 55 54 53 52 51 50 49 49 48 47 46 45
58 57 57 56 56 55 55 54 53 53 52 52 51 50 50 49 49 48 48 47 46 46 45 45 44 44 43 43 42 42 41 40 40 39 39 38 37 37 36 36 35 35 34 33 33 32 32 31 31 30 30
41 40 40 39 39 39 38 38 38 37 37 36 36 36 35 35 35 34 34 33 33 32 32 32 31 31 30 30 30 29 29 28 28 28 27 27 26 26 26 25 25 24 24 24 23 22 22 22 22 21 21
31 30 30 30 29 29 28 28 28 28 28 27 27 27 26 26 26 26 25 25 25 24 24 24 23 23 23 23 22 22 22 21 21 21 20 20 20 20 19 19 19 18 18 18 17 17 17 17 16 16 16
99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149
2.94 3.00 3.07 3.14 3.21 3.28 3.35 3.43 3.50 3.57 3.65 3.73 3.81 3.89 3.97 4.05 4.13 4.21 4.29 4.38 4.46 4.55 4.64 4.73 4.84 4.91 5.00 5.09 5.19 5.28 5.38 5.48 5.57 5.67 5.77 5.88 5.98 6.08 6.19 6.29 6.40 6.51 6.62 6.73 6.84 6.95 7.07 7.18 7.30 7.41 7.53
44 43 42 41 41 40 39 38 37 36 36 35 34 33 33 32 32 31 30 30 29 29 28 28 27 27 26 26 25 25 24 24 23 23 23 22 22 21 21 21 20 20 20 19 19 19 18 18 18 18 17
29 28 28 27 26 26 25 25 24 24 23 23 22 22 21 21 21 20 20 19 19 19 18 18 18 17 17 17 16 16 16 15 15 15 15 15 14 14 14 14 13 13 13 13 12 12 12 12 12 11 11
20 20 20 19 19 18 18 18 17 17 16 16 16 15 15 15 15 14 14 14 13 13 13 13 12 12 12 12 12 11 11 11 11 11 10 10 10 10 10 10 9 9 9 9 9 9 9 8 8 8 8
15 15 15 14 14 14 13 13 13 13 12 12 12 12 11 11 11 11 11 10 10 10 10 10 9 9 9 9 9 9 8 8 8 8 8 8 8 7 7 7 7 7 7 7 6 6 6 6 6 6 6
150
7.65
17
11
8
6
$U< ;U$( <@("( $) ))2 Cumla! kak# 2 Carak 75 100 125 150 175 200
6 0.754 0.565 0.452 0.377 0.323 0.283
8 1.340 1.005 0.804 0.670 0.574 0.503
10 2.094 1.571 1.257 1.047 0.898 0.785
12 3.016 2.262 1.810 1.508 1.293 1.131
13 3.540 2.655 2.124 1.770 1.517 1.327
16 5.362 4.021 3.217 2.681 2.298 2.011
19 22 7.561 10.137 5.671 7.603 4.536 6.082 3.780 5.068 3.240 4.344 2.835 3.801
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45
ama perdagangan
"elas kuat I ker#ng udara "elas aKet rata-rata *g/cm3+
Iug#s ?engas ?engas Iurung ;erentang Celutung Hula# amar Ialsa uren
E - EE EE EE - EEE EEE - E, EEE - E, E, - , EEE , EE - EEE EE - EEE E - EE E - EE E - EE E - *EE+ EE - EEE EE - EEE
0.80 0.69 0.64 0.40 0.40 0.46 0.47 0.16 0.64 0.62 1.02 0.95 0.93 0.80 0.60 0.56
EEE - E, EE EE , , EEE - E, E, , E, - , E / EE EE - EEE EEE - E, E E - EE E, - , E, - ,
E - EE E - EE *E+ - EE E *E+ - EE EE - E, EE - E, EE - EEE EE - EEE EE EE *E+ EE E E , - *,+ EE - EEE E - EE EE E - EE EE - EEE EEE - E, EE E EE - EEE E E - EE EE E - EE
0.98 0.91 0.86 0.99 0.79 0.54 0.55 0.70 0.66 0.75 0.70 0.74 0.05 0.75 0.31 0.67 0.82 0.76 0.91 0.78 0.47 0.81 1.04 0.63 1.04 0.81 0.66 1.80
E E - EE EE*E - EEE+ E EEE EE - EEE EE - EEE EE - EEE E, EEE EEE EEE E EE - EEE , EEE EE - EEE EEE E - EE EEE EEE EE - EEE E EEE E E EE - EEE EE - EEE
