Tabel Hitung Beton Dan Baja

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/tekan tarik/tekan yang diijinkan diijinkan (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 x teg.l el eleh 0.83 x teg.lel eh eh teg.leleh 2200 3900 Umum 1276 3237   Kekuatan tarik/tekan baja rencana (kg/cm2) U - 22 1910 U - 24 2080 U - 32 2780 U - 39 3390 U - 48 4170 Umum 0.87 x teg.leleh teg.leleh 4800 Umum 4176  MUTU BETON (menurut PBI 1971) K125

struktur

125 kg/cm2

K175 K225

struktur struktur

175 kg/cm2 225 kg/cm2

Tegangan beton yang diijinkan (PBI 1971) Mutu Kuat tekan Karakteristik Lenturan tanpa dan/ atau dgn gaya normal : Tekan Tarik  Gaya aksial Tekan Tarik  Geser oleh lentur  atau puntir : Tanpa tul geser  Dgn tul geser  Geser oleh lentur  dengan puntir : Tanpa tul geser  Dgn tul geser  Geser pons pada

Tegangan yang diijinkan (kg/cm2) B1 100

beban tetap K125 K175 125 175

K225 225

Umum

B1 100

beban sementara K125 K175 K225 125 175 225

35 5

40 5.5

60 6.5

75 7

55 7

70 7.5

100 9

125 10 10

35 4

40 4

60 5

75 5. 5.5

55 5

70 5. 5.5

100 6.5

125 7.5

4.5 11

5 12

5.5 14

6.5 16 16

7 17

7.5 19 19

9 22 22

10 25 25

5.5 14

6 15

7 18

8 20 20

8.5 21

9.5 24 24

11 28 28

13 32 32

Umum

K175 K225

struktur struktur

175 kg/cm2 225 kg/cm2

Tegangan beton yang diijinkan (PBI 1971) Mutu

Tegangan yang diijinkan (kg/cm2)

Kuat tekan Karakteristik Lenturan tanpa dan/ atau dgn gaya normal : Tekan Tarik  Gaya aksial Tekan Tarik  Geser oleh lentur  atau puntir : Tanpa tul geser  Dgn tul geser  Geser oleh lentur  dengan puntir : Tanpa tul geser  Dgn tul geser  Geser pons pada penampang kritis Tanpa tul geser  Dgn tul geser 

beban tetap K125 K175 125 175

B1 100

K225 225

Umum

B1 100

beban sementara K125 K175 K225 125 175 225

35 5

40 5.5

60 6.5

75 7

55 7

70 7.5

100 9

125 10 10

35 4

40 4

60 5

75 5. 5.5

55 5

70 5. 5.5

100 6.5

125 7.5

4.5 11

5 12

5.5 14

6.5 16 16

7 17

7.5 19 19

9 22 22

10 25 25

5.5 14

6 15

7 18

8 20 20

8.5 21

9.5 24 24

11 28 28

13 32 32

6.5 13

7.5 15

8.5 17

10 10 20 20

10 20

11 22 22

13 26 26

15 30 30

Cdesign Consultant

Umum

Tabel Beton

TABEL MENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu Mutu beton (Mpa) Mutu baja (Mpa) Diam Diamet eter er Jara Jarak k sengkang sengkang mm mm 8 75 8 100 8 125 8 150 8 175 8 200 8 225 8 250 8 275 8 300 10 75 10 100 10 125 10 150 10 175

20 240

K175/K225 U24/U32

13 130

250

1.9312 1.5602 1.3376 1.1892 1.0832 1.0037 0.9419 0.8924 0.8519 0.8182 2.7660 2.1863 1.8385 1.6066 1.4410

1.2189 1.0260 0.9102 0.8331 0.7779 0.7366 0.7044 0.6787 0.6577 0.6401 1.6530 1.3515 1.1707 1.0501 0.9640

Nilai vu (TON) untuk lebar balok b (mm) 300 350 400 450 1.0903 0.9295 0.8331 0.7687 0.7228 0.6884 0.6616 0.6401 0.6226 0.6080 1.4520 1.2008 1.0501 0.9496 0.8778

0.9984 0.8606 0.7779 0.7228 0.6834 0.6539 0.6309 0.6126 0.5975 0.5850 1.3085 1.0932 0.9640 0.8778 0.8163

0.9295 0.8089 0.7366 0.6884 0.6539 0.6281 0.6080 0.5919 0.5788 0.5678 1.2008 1.0124 0.8994 0.8240 0.7702

0.8759 0.7687 0.7044 0.6616 0.6309 0.6080 0.5901 0.5758 0.5641 0.5544 1.1171 0.9496 0.8491 0.7821 0.7343

500

550

0.8331 0.7366 0.6787 0.6401 0.6126 0.5919 0.5758 0.5630 0.5524 0.5437 1.0501 0.8994 0.8089 0.7487 0.7056

0.7980 0.7103 0.6577 0.6226 0.5975 0.5788 0.5641 0.5524 0.5429 0.5349 0.9953 0.8583 0.7761 0.7212 0.6821

K175 K225

struktur struktur

175 kg/cm2 225 kg/cm2

Tegangan beton yang diijinkan (PBI 1971) Mutu

Tegangan yang diijinkan (kg/cm2)

Kuat tekan Karakteristik Lenturan tanpa dan/ atau dgn gaya normal : Tekan Tarik  Gaya aksial Tekan Tarik  Geser oleh lentur  atau puntir : Tanpa tul geser  Dgn tul geser  Geser oleh lentur  dengan puntir : Tanpa tul geser  Dgn tul geser  Geser pons pada penampang kritis Tanpa tul geser  Dgn tul geser 

beban tetap K125 K175 125 175

B1 100

K225 225

Umum

B1 100

beban sementara K125 K175 K225 125 175 225

35 5

40 5.5

60 6.5

75 7

55 7

70 7.5

100 9

125 10 10

35 4

40 4

60 5

75 5. 5.5

55 5

70 5. 5.5

100 6.5

125 7.5

4.5 11

5 12

5.5 14

6.5 16 16

7 17

7.5 19 19

9 22 22

10 25 25

5.5 14

6 15

7 18

8 20 20

8.5 21

9.5 24 24

11 28 28

13 32 32

6.5 13

7.5 15

8.5 17

10 10 20 20

10 20

11 22 22

13 26 26

15 30 30

Cdesign Consultant

Umum

Tabel Beton

TABEL MENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu Mutu beton (Mpa) Mutu baja (Mpa) Diam Diamet eter er Jara Jarak k sengkang sengkang mm mm 8 75 8 100 8 125 8 150 8 175 8 200 8 225 8 250 8 275 8 300 10 75 10 100 10 125 10 150 10 175

20 240

K175/K225 U24/U32

13 130

250

1.9312 1.5602 1.3376 1.1892 1.0832 1.0037 0.9419 0.8924 0.8519 0.8182 2.7660 2.1863 1.8385 1.6066 1.4410

1.2189 1.0260 0.9102 0.8331 0.7779 0.7366 0.7044 0.6787 0.6577 0.6401 1.6530 1.3515 1.1707 1.0501 0.9640

Nilai vu (TON) untuk lebar balok b (mm) 300 350 400 450 1.0903 0.9295 0.8331 0.7687 0.7228 0.6884 0.6616 0.6401 0.6226 0.6080 1.4520 1.2008 1.0501 0.9496 0.8778

0.9984 0.8606 0.7779 0.7228 0.6834 0.6539 0.6309 0.6126 0.5975 0.5850 1.3085 1.0932 0.9640 0.8778 0.8163

0.9295 0.8089 0.7366 0.6884 0.6539 0.6281 0.6080 0.5919 0.5788 0.5678 1.2008 1.0124 0.8994 0.8240 0.7702

0.8759 0.7687 0.7044 0.6616 0.6309 0.6080 0.5901 0.5758 0.5641 0.5544 1.1171 0.9496 0.8491 0.7821 0.7343

500

550

0.8331 0.7366 0.6787 0.6401 0.6126 0.5919 0.5758 0.5630 0.5524 0.5437 1.0501 0.8994 0.8089 0.7487 0.7056

0.7980 0.7103 0.6577 0.6226 0.5975 0.5788 0.5641 0.5524 0.5429 0.5349 0.9953 0.8583 0.7761 0.7212 0.6821

Cdesign Consultant

Tabel Beton

TABEL MENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu Mutu beton (Mpa) Mutu baja (Mpa) Diam Diamet eter er Jara Jarak k sengkang sengkang mm mm 8 75 8 100 8 125 8 150 8 175 8 200 8 225 8 250 8 275 8 300 10 75 10 100 10 125 10 150 10 175 10 200 10 225 10 250 10 275 10 300 12 75 12 100 12 125 12 150 12 175 12 200 12 225 12 250 12 275 12 300 Catatan : 

20 240

K175/K225 U24/U32

13 130

250

1.9312 1.5602 1.3376 1.1892 1.0832 1.0037 0.9419 0.8924 0.8519 0.8182 2.7660 2.1863 1.8385 1.6066 1.4410 1.3168 1.2201 1.1428 1.0796 1.0269 3.7862 2.9515 2.4506 2.1167 1.8782 1.6993 1.5602 1.4489 1.3579 1.2820

1.2189 1.0260 0.9102 0.8331 0.7779 0.7366 0.7044 0.6787 0.6577 0.6401 1.6530 1.3515 1.1707 1.0501 0.9640 0.8994 0.8491 0.8089 0.7761 0.7487 2.1835 1.7494 1.4890 1.3154 1.1913 1.0983 1.0260 0.9681 0.9207 0.8813

Nilai vu (TON) untuk lebar balok b (mm) 300 350 400 450 1.0903 0.9295 0.8331 0.7687 0.7228 0.6884 0.6616 0.6401 0.6226 0.6080 1.4520 1.2008 1.0501 0.9496 0.8778 0.8240 0.7821 0.7487 0.7212 0.6984 1.8941 1.5324 1.3154 1.1707 1.0673 0.9898 0.9295 0.8813 0.8418 0.8089

0.9984 0.8606 0.7779 0.7228 0.6834 0.6539 0.6309 0.6126 0.5975 0.5850 1.3085 1.0932 0.9640 0.8778 0.8163 0.7702 0.7343 0.7056 0.6821 0.6625 1.6874 1.3774 1.1913 1.0673 0.9787 0.9123 0.8606 0.8193 0.7855 0.7573

0.9295 0.8089 0.7366 0.6884 0.6539 0.6281 0.6080 0.5919 0.5788 0.5678 1.2008 1.0124 0.8994 0.8240 0.7702 0.7298 0.6984 0.6733 0.6527 0.6356 1.5324 1.2611 1.0983 0.9898 0.9123 0.8542 0.8089 0.7728 0.7432 0.7185

0.8759 0.7687 0.7044 0.6616 0.6309 0.6080 0.5901 0.5758 0.5641 0.5544 1.1171 0.9496 0.8491 0.7821 0.7343 0.6984 0.6705 0.6482 0.6299 0.6147 1.4118 1.1707 1.0260 0.9295 0.8606 0.8089 0.7687 0.7366 0.7103 0.6884

500

550

0.8331 0.7366 0.6787 0.6401 0.6126 0.5919 0.5758 0.5630 0.5524 0.5437 1.0501 0.8994 0.8089 0.7487 0.7056 0.6733 0.6482 0.6281 0.6116 0.5979 1.3154 1.0983 0.9681 0.8813 0.8193 0.7728 0.7366 0.7077 0.6840 0.6643

0.7980 0.7103 0.6577 0.6226 0.5975 0.5788 0.5641 0.5524 0.5429 0.5349 0.9953 0.8583 0.7761 0.7212 0.6821 0.6527 0.6299 0.6116 0.5967 0.5842 1.2364 1.0391 0.9207 0.8418 0.7855 0.7432 0.7103 0.6840 0.6625 0.6445

2.2361

vu maksimum (Mpa) (Mpa) = 2.2361  Artinya tegangan vu > vu maksimum, jadi lebar balok diperbesar 

Vu =(2.0,25.3,14.0,6.fy)/(b.s) + 0,6/6.sqrt(fc) Cara pemakaian : b = 200 ; h = 400 ; V = 1500 kg = 15000 N Vu = 15000/(200x400) Vu = 0.1875

Version 6/27/2013, 7:55 PM 

Design by Teguh Santoso SPd  Literature : Diktat SKSNI 1991

Cdesign Consultant

Tabel Beton

TABEL MENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu Mutu beton (Mpa) Mutu baja (Mpa)

20 240

Diameter Jarak sengkang sengkang 130 mm mm 8 75 2 8 100 156 8 125 134 8 150 119 8 175 108 8 200 100 8 225 94 8 250 89 8 275 85 8 300 82 10 75 277 10 100 219 10 125 184 10 150 161 10 175 144 10 200 132 10 225 122 10 250 114 10 275 108 10 300 103 12 75 379 12 100 295 12 125 245 12 150 212 12 175 188 12 200 170 12 225 156 12 250 145 12 275 136 12 300 128 Catatan : 

K175/K225 U24/U32

150 173 141 122 109 100 93 88 83 80 77 246 195 165 145 131 120 112 105 100 95 334 262 218 189 169 153 141 132 124 117

Nilai vu (KG) untuk lebar balok b (mm) 200 250 300 350 400 450 141 117 103 93 86 81 77 74 71 69 195 158 135 120 109 101 95 90 86 82 262 207 175 153 138 126 117 110 104 99

122 103 91 83 78 74 70 68 66 64 165 135 117 105 96 90 85 81 78 75 218 175 149 132 119 110 103 97 92 88

109 93 83 77 72 69 66 64 62 61 145 120 105 95 88 82 78 75 72 70 189 153 132 117 107 99 93 88 84 81

100 86 78 72 68 65 63 61 60 59 131 109 96 88 82 77 73 71 68 66 169 138 119 107 98 91 86 82 79 76

93 81 74 69 65 63 61 59 58 57 120 101 90 82 77 73 70 67 65 64 153 126 110 99 91 85 81 77 74 72

88 77 70 66 63 61 59 58 56 55 112 95 85 78 73 70 67 65 63 61 141 117 103 93 86 81 77 74 71 69

500 83 74 68 64 61 59 58 56 55 54 105 90 81 75 71 67 65 63 61 60 132 110 97 88 82 77 74 71 68 66

550 80 71 66 62 60 58 56 55 54 53 100 86 78 72 68 65 63 61 60 58 124 104 92 84 79 74 71 68 66 64

223.6068

vu maksimum (KG) = 224  Artinya tegangan vu > vu maksimum, jadi lebar balok diperbesar 

Vu =(2.0,25.3,14.0,6.fy)/(b.s) + 0,6/6.sqrt(fc) Cara pemakaian : b = 200 ; h = 400 ; V = 1500 kg = 15000 N Vu = 15000/(200x400) Vu = 0.1875

Version 6/27/2013, 7:55 PM 

0.1875

Design by Teguh Santoso SPd  Literature : Diktat SKSNI 1991

FY

D 2400 2400 2400 2400 2400 2400

kaki 50 50 50 50 50 50

d 2 2 2 2 2 2

H25 ; d8-75 ; 1.34mm2 ; 8042kg(2) H25 ; d8-100 ; 1.005mm2 ; 6031kg(2) H25 ; d8-125 ; 0.804mm2 ; 4825kg(2) H25 ; d8-150 ; 0.67mm2 ; 4021kg(2) H25 ; d8-175 ; 0.574mm2 ; 3446kg(2) H25 ; d8-200 ; 0.502mm2 ; 3015kg(2) H30 ; d8-75 ; 1.34mm2 ; 9650kg(2) H30 ; d8-100 ; 1.005mm2 ; 7238kg(2) H30 ; d8-125 ; 0.804mm2 ; 5790kg(2) H30 ; d8-150 ; 0.67mm2 ; 4825kg(2) H30 ; d8-175 ; 0.574mm2 ; 4136kg(2) H30 ; d8-200 ; 0.502mm2 ; 3619kg(2) H35 ; d8-75 ; 1.34mm2 ; 11259kg(2) H35 ; d8-100 ; 1.005mm2 ; 8444kg(2) H35 ; d8-125 ; 0.804mm2 ; 6755kg(2) H35 ; d8-150 ; 0.67mm2 ; 5629kg(2) H35 ; d8-175 ; 0.574mm2 ; 4825kg(2) H35 ; d8-200 ; 0.502mm2 ; 4222kg(2) H40 ; d8-75 ; 1.34mm2 ; 12867kg(2) H40 ; d8-100 ; 1.005mm2 ; 9650kg(2) H40 ; d8-125 ; 0.804mm2 ; 7720kg(2) H40 ; d8-150 ; 0.67mm2 ; 6433kg(2) H40 ; d8-175 ; 0.574mm2 ; 5514kg(2) H40 ; d8-200 ; 0.502mm2 ; 4825kg(2) H45 ; d8-75 ; 1.34mm2 ; 14476kg(2) H45 ; d8-100 ; 1.005mm2 ; 10857kg(2) H45 ; d8-125 ; 0.804mm2 ; 8685kg(2) H45 ; d8-150 ; 0.67mm2 ; 7238kg(2) H45 ; d8-175 ; 0.574mm2 ; 6204kg(2) H45 ; d8-200 ; 0.502mm2 ; 5428kg(2) H50 ; d8-75 ; 1.34mm2 ; 16084kg(2) H50 ; d8-100 ; 1.005mm2 ; 12063kg(2) H50 ; d8-125 ; 0.804mm2 ; 9650kg(2) H50 ; d8-150 ; 0.67mm2 ; 8042kg(2)

s 8 8 8 8 8 8

7.5 10 12.5 15 17.5 20

vs 16084.95 12063.72 9650.973 8042.477 6893.552 6031.858

Av 1.340413 1.00531 0.804248 0.670206 0.574463 0.502655

H50 ; H50 ; H50 ; H50 ; H50 ; H50 ;

d8-7 d8-1 d8-1 d8-1 d8-1 d8-2

H50 ; d8-175 ; 0.574mm2 ; 6893kg(2) H50 ; d8-200 ; 0.502mm2 ; 6031kg(2)

; 1.34mm2 ; 16084kg(2) 0 ; 1.005mm2 ; 12063kg(2) 5 ; 0.804mm2 ; 9650kg(2) 0 ; 0.67mm2 ; 8042kg(2) 5 ; 0.574mm2 ; 6893kg(2) 0 ; 0.502mm2 ; 6031kg(2)

PERHITUNGAN GESER BALOK Mutu Bahan : Beton : Baja :

15 Mpa 240 Mpa

Tul utama : Sengkang : No

12 mm 8 mm

Dimensi Balok B ( cm ) H ( cm )

D cm

Jumlah kaki

jarak mm

Vc kg

Vs kg

Vn 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

LUAS TULANGAN SENGKANG DALAM MM2 (Jumlah kaki = 2) Jarak 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

LUAS TULANGAN SENGKANG DALAM MM2 (Jumlah kaki = 3) Jarak 75 100 125 150 175 200 0.754

6 1.131 0.848 0.679 0.565 0.485 0.424

8 2.011 1.508 1.206 1.005 0.862 0.754

10 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

13 5.309 3.982 3.186 2.655 2.275 1.991

16 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

2D12=226 3D12= 339 4D12=452 5D12=565 6D12=678 7D12=791 8D12=904 9D12=1017 10D12=1130 Tension 0.8 (T) 0.65 Shear 0.6 (S) 0.70

d8-75 =1.340/2.011 d8-100=1.000/1.508 d8-125=0.804/1.206 d8-150=0.670/1.004 d8-175=0.574/0.862 d8-200=0.503/0.754 d10-75 =2.904/3.142 d10-100=1.571/2.356 d10-125=1.257/1.885 d10-150=1.047/1.571 d10-175=0.898/1.346 d10-200=0.785/1.178

2d8=100 4 d8= 201 6 d8=301 8 d8=402 10d8=502 2d10=157 4d10=314 6d10=471 8d10=628 10d10=785

Fy : Fc' : Tul utama : b mm

350 Mpa 15 Mpa 13 mm

cover

:

h 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

Mn kgm 8653 2017 2657 3362 4034 4705 5377 2017 2017 2017 2017 2017

d8-200 d8-75 d10-150 d8-200 d8-75 d8-75 d8-75 d8-75 d8-75 d8-75 d8-75 d8-75

fcs Mpa fys Mpa

2 2 2 2 2 2 2 2 2 2 2 2

f Vn 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

v 7362

4753

B5 1111

B6 1111

130 250 1.75 2P

130 250 2 0P

130 500 6 #REF! #REF! #REF!

B7 1111 130 400 2 0P

130 350 4 #REF! #REF! #REF!

  130 250 2

0.00 #REF! #REF!

trapesium3 trapesium3 segitiga3 2.00 2.00 1.00 1.75 2 2 #REF! #REF! #REF! trapesium4 trapesium4 segitiga4 0.75 2.00 1.00 1.75 2 2 #REF! #REF! #REF! 93.6 93.6 149.76 3 3 3 900 900 900 #REF! #REF! #REF! #REF! 0.00 0.00

trapesium1 trapesium1 trapesium 0 0.875 0 6 4 2

#REF! #REF! #REF! trapesium2 trapesium2 trapesium 0.75 1.375 1.5 6 4 2 #REF! #REF! #REF! 187.2 131.04 93.6 3 3 3 900 900 900 #REF! #REF! #REF!

#REF! #REF! 6

0.00 #REF! 4

0.00 #REF! 2

B8 1111

B9 1111

130 250 2 0P

130 250 2

130 250 2 0P  

130 400 5

130 400 5

0P 130 400 5

#REF! #REF! #REF!

B10 1111

#REF! #REF! #REF!

#REF! #REF! #REF!

trapesium3 trapesium3 trapesium3 1.25 1.25 1.25 2 2 2 #REF! #REF! #REF! segitiga4 segitiga4 segitiga4 1 1 1 2 2 2 #REF! #REF! #REF! 93.6 93.6 93.6 3 3 3 900 900 900 #REF! #REF! #REF! 0.00 0.00 0.00

trapesium1 trapesium1 trapesium1 1.5 1.5 1.5 5 5 5

#REF! #REF! #REF! trapesium2 trapesium2 trapesium2  0.75 0.75 0.75 5 5 5 #REF! #REF! #REF! 149.76 149.76 149.76 3 3 3 900 900 900 #REF! #REF! #REF!

0.00 #REF! 5

0.00 #REF! 5

0.00 #REF! 5

Cdesign Consultant

Tabel Beton

LUAS DAN JARAK TULANGAN PELAT UNTUK LEB AR 100 CM

Jarak Jumlah AS ke Batang AS (mm) per meter  75 13.3 100 10.0 125 8.0 150 6.7 175 5.7 200 5.0

6

8

377 283 226 188 161 141

670 502 402 335 287 251

Diameter Tulangan (mm) 10 12 13 16 Luas tulangan (mm2) 1047 1507 1769 2679 785 1130 1327 2010 628 904 1061 1608 523 754 884 1340 449 646 758 1148 393 565 663 1005

19 3778 2834 2267 1889 1619 1417

22 5066 3799 3040 2533 2171 1900

 Aplat = 1000/s.0,25.3,14.d^2

koefisen penulangan begel / m' tump lap Dia utama 13 13 Dia begel 8 8 Jarak 150 200 Dimensi x 150 150 Dimensi y 200 200 penutup beton 20 20 1.84 1.38   1.61161 kg koefisen penulangan plat ( 1 layer) / m2 sb X sb Y Dia 8 8 Jarak 125 125 3.43 3.43 6.864 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

koefisen penulangan balok / m' tum lap Dia tepi 16 16 Dia tengah 12 12 Dia tambahan 10 10 Jml utama tepi 4 4 Jml utama tengah 2 2 Jml tambahan 2 2 9.34 9.34 10.274 kg

Design by Teguh Santoso SPd  Literature : Diktat SKSNI 1991

Version 6/27/2013, 7:55 PM 

Cdesign Consultant

Tabel Beton

LUAS PENAMPANG BAJA TULANGAN D (mm) 6 8 10 12 13 16 19 22 25 29 32

G kg/m 0.22 0.39 0.62 0.89 1.04 1.58 2.23 2.98 3.85 5.03 6.3

1 28 50 79 113 133 201 283 380 491 660 804

2 57 100 157 226 265 402 567 760 981 1320 1608

3 85 151 236 339 398 603 850 1140 1472 1981 2412

Luas tulangan (mm2) 4 5 6 7 113 141 170 198 201 251 301 352 314 393 471 550 452 565 678 791 531 663 796 929 804 1005 1206 1407 1134 1417 1700 1984 1520 1900 2280 2660 1963 2453 2944 3434 2641 3301 3961 4621 3215 4019 4823 5627

8 226 402 628 904 1061 1608 2267 3040 3925 5281 6431

9 254 452 707 1017 1194 1809 2550 3419 4416 5942 7235

10 283 502 785 1130 1327 2010 2834 3799 4906 6602 8038

Cdesign Consultant

Tabel Beton

LUAS PENAMPANG BAJA TULANGAN D (mm) 6 8 10 12 13 16 19 22 25 29 32

G kg/m 0.22 0.39 0.62 0.89 1.04 1.58 2.23 2.98 3.85 5.03 6.3

1

2

28 50 79 113 133 201 283 380 491 660 804

57 100 157 226 265 402 567 760 981 1320 1608

3 85 151 236 339 398 603 850 1140 1472 1981 2412

Luas tulangan (mm2) 4 5 6 7 113 141 170 198 201 251 301 352 314 393 471 550 452 565 678 791 531 663 796 929 804 1005 1206 1407 1134 1417 1700 1984 1520 1900 2280 2660 1963 2453 2944 3434 2641 3301 3961 4621 3215 4019 4823 5627

8 226 402 628 904 1061 1608 2267 3040 3925 5281 6431

9 254 452 707 1017 1194 1809 2550 3419 4416 5942 7235

10 283 502 785 1130 1327 2010 2834 3799 4906 6602 8038

Design by Teguh Santoso SPd  Literature : Diktat SKSNI 1991

Version 6/27/2013, 7:55 PM 

SPESIFIKASI JKBL BRC REF NO

MAIN WARE D S mm mm

CROSS WIRE AREA MASS D S MAIN WARE CROSS WIRE UNIT PER SHEET PER ROLL mm mm mm2/mm mm2/mm kg/m2 kg kg

M10 M9 M8 M7 M6 M5 M4

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

B9 B8 B7 B6 B5

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

SPESIFIKASI JKBL BRC REF NO

MAIN WARE D S mm mm

CROSS WIRE AREA MASS D S MAIN WARE CROSS WIRE UNIT PER SHEET PER ROLL mm mm mm2/mm mm2/mm kg/m2 kg kg

M10 M9 M8 M7 M6 M5 M4

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

B9 B8 B7 B6 B5

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

Lampiran

KOEFISIEN PLAT 1 I

   x     l

ly

II ly

   x     l

III ly

   x     l

IVA    x     l

IVB    x     l

VA    x     l

ly

VB    x     l

VIA ly

   x     l

VIB    x     l

ly

Mlx Mly Mlx Mly Mtx Mty Mlx Mly Mtx Mty Mlx lyMly Mty Mlx lyMly Mtx Mlx Mly Mty Mlx ly Mly Mtx Mlx

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 41 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

>2.5 125 25 42 8 3 57 63 13 125 79 125 25 125 42 8 83 125 25 125 63 13 125 63

Mly

26

27

28

28

27

26

25

23

22

21

21

20

20

19

19

18

13

Mtx

55

65

74

82

89

94

99

103

106

110

114

116

117

118

119

120

125

Mty Mlx Mly Mtx Mty

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 Terletak 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

=

Cdesign

Cdesign Consultant

Statika Gempa

KETAHANAN GEMPA Faktor Keutamaan I  back Gedung-gedung monumental Fasilitas penting (rumah sakit sekolah dll) Fasilitas distribusi bahan gas dan minyak bumi didaerah perkotaan Gedung yang menyimpan bahan berbahaya (gas beracun dll) Gedung lain Faktor jenis struktur K  back  jenis gedung Portal daktail beton bertulang beton pratekan (3) baja kayu Dinding geser berangkai beton bertulang daktail (1) Dinding geser kantilever beton bertulang daktail (1) dinding berongga bertulang kayu (kayu)

1.5 15 2 2 1

1 1.4 1 1.7 1 1.2 2.5 2

Cdesign Consultant

Statika Gempa

KETAHANAN GEMPA Faktor Keutamaan I  back Gedung-gedung monumental Fasilitas penting (rumah sakit sekolah dll) Fasilitas distribusi bahan gas dan minyak bumi didaerah perkotaan Gedung yang menyimpan bahan berbahaya (gas beracun dll) Gedung lain Faktor jenis struktur K  back  jenis gedung Portal daktail beton bertulang beton pratekan (3) baja kayu Dinding geser berangkai beton bertulang daktail (1) Dinding geser kantilever beton bertulang daktail (1) dinding berongga bertulang kayu (kayu) Dinding geser kantilever beton bertulang dengan daktilitas dinding berongga bertulang terbatas (1) kayu (2) Portal dengan ikatan beton bertulang diagonal baja kayu Struktur kantilever tak beton bertulang bertingkat (5) baja Cerobong, tangki kecil beton bertulang baja Struktur lain Koefisien gempa dasar - C  back 0 Wilayah 1 tanah keras 0.09 tanah lunak 0.13 Wilayah 2 tanah keras 0.07 tanah lunak 0.09 Wilayah 3 tanah keras 0.05 tanah lunak 0.07 Wilayah 4 tanah keras 0.03 tanah lunak 0.05 Wilayah 5 tanah keras 0.04 tanah lunak 0.03 Wilayah 6 tanah keras 0 tanah lunak 0

Version 6/27/2013, 7:55 PM 

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

Design by Teguh Santoso SPd  Literature : SKBI 1.3.53.1987 

Cdesign Consultant

Statika Gempa

3 0.045 0.065 0.035 0.045 0.025 0.035 0.015 0.025 0.01 0.02 0 0

Version 6/27/2013, 7:55 PM 

Design by Teguh Santoso SPd  Literature : SKBI 1.3.53.1987 

Cdesign Consultant

Tabel Beton

TABEL

LEBAR BALOK MINIMUM (cm) D 10 12 13 14 16 18 19 20 22 25 25 29 32 36 40 50

2 14.50 14.90 15.10 15.30 15.70 16.10 16.30 16.50 16.90 17.50 18.40 18.70 19.60 20.80 22.00 25.00

Jumlah Batang Tulangan Baja dalam satu lapis 3 4 5 6 7 8 9 10 18.00 21.50 25.00 28.50 32.00 35.50 38.00 41.50 18.60 22.30 26.00 29.70 33.40 37.10 40.80 44.50 18.90 22.70 26.50 30.30 34.10 37.90 41.70 45.50 18.20 23.10 27.00 30.90 34.80 38.70 42.60 46.50 19.80 23.90 28.00 32.10 36.20 40.30 44.40 48.50 20.40 24.70 29.00 33.30 37.60 41.90 46.20 50.50 20.37 25.10 29.50 33.90 38.30 42.70 47.10 51.50 21.00 25.50 30.00 34.50 39.00 43.50 48.00 52.50 21.60 26.30 31.00 35.70 40.40 45.10 49.80 54.50 22.50 27.50 32.50 37.50 42.50 47.50 52.50 57.50 24.00 29.60 35.20 40.80 46.40 52.00 57.60 63.20 24.50 30.30 36.10 41.90 47.70 53.50 59.30 65.10 26.00 32.40 38.80 45.20 51.60 58.00 64.40 70.80 28.00 35.20 42.40 49.60 56.80 64.00 71.20 78.40 30.00 38.00 46.40 54.00 62.00 70.00 78.00 86.00 35.00 45.00 55.00 65.00 75.00 85.00 95.00 105.00

Tambahan per 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 by Teguh Santoso SPd  Literature : Diktat SKSNI 1991

Version 6/27/2013, 7:55 PM 

Cdesign Counsultant

Code Jenis Baja Code baja

Tabel Baja

287 C (channels) 200.75.20.3,2

Ix (cm4) Iy (cm4) Wx (cm3) Wy (cm3) ix (cm) iy (cm)  A (cm2)

721 87.5 72.1 16.8 7.77 2.71 11.81

hb (cm) bs (cm) ts (cm) tb (cm) g (kg/m) ex (cm) ey (cm)

20 7.5 0.32 0.32 9.27 0 2.27

Profil Kanal

Code Baja

h (mm)

b (mm)

d (mm)

ts (mm)

kg/m'

Ix (cm4)

Iy(cm4)

ix(cm)

iy(cm)

Wx(cm4)

Wy(cm4)

A (cm2)

ex (mm)

ey (mm)

C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels)

200.75.20.3,2 150.75.20.4,5 150.65.20.3,2 150.50.20.4,5 150.50.20.3,2 150.50.20.2,3 125.50.20.4,5 125.50.20.4.0 125.50.20.3,2 125.50.20.2,3 100.50.20.4,5 100.50.20.4,0 100.50.20.3,2 100.50.20.2,6 100.50.20.2,3 100.50.20.1,6 75.45.15.2,3 75.45.15.1,6

200 150 150 150 150 150 125 125 125 125 100 100 100 100 100 100 75 75

75 75 65 50 50 50 50 50 50 50 50 50 50 50 50 50 45 45

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

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

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

721 489 332 368 280 210 238 217 181 137 139 127 107 89.7 80.7 58.4 37.1 27.1

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

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

2.71 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

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

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

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

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

Cdesign Counsultant

Code Jenis Baja Code baja

Tabel Baja

287 C (channels) 200.75.20.3,2

Ix (cm4) Iy (cm4) Wx (cm3) Wy (cm3) ix (cm) iy (cm)  A (cm2)

721 87.5 72.1 16.8 7.77 2.71 11.81

hb (cm) bs (cm) ts (cm) tb (cm) g (kg/m) ex (cm) ey (cm)

20 7.5 0.32 0.32 9.27 0 2.27

Profil Kanal

Code Baja

h (mm)

b (mm)

d (mm)

ts (mm)

kg/m'

Ix (cm4)

Iy(cm4)

ix(cm)

iy(cm)

Wx(cm4)

Wy(cm4)

A (cm2)

ex (mm)

ey (mm)

C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels) C (channels)

200.75.20.3,2 150.75.20.4,5 150.65.20.3,2 150.50.20.4,5 150.50.20.3,2 150.50.20.2,3 125.50.20.4,5 125.50.20.4.0 125.50.20.3,2 125.50.20.2,3 100.50.20.4,5 100.50.20.4,0 100.50.20.3,2 100.50.20.2,6 100.50.20.2,3 100.50.20.1,6 75.45.15.2,3 75.45.15.1,6 60.30.10.2,3 60.30.10.1,6 350.50.50.4,5 350.50.50.4,0 300.50.50.4,5 300.50.50.4,0 250.50.50.4,5 250.50.50.4,0 200.50.50.4,5 200.50.50.4,0 200.50.50.3,2 150.75.75.4,5 150.50.50.4,5

200 150 150 150 150 150 125 125 125 125 100 100 100 100 100 100 75 75 60 60 350 350 300 300 250 250 200 200 200 150 150

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 50

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 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 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 8.31

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 666 600 490 438 329

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 22.8

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 5.57

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 1.47

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 43.9

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 5.99

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 10.58

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 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 12

Design by Teguh Santoso S.Pd  Literature : Tabel Profil Kontruksi Baja

Version 6/27/2013,7:55 PM 

Cdesign Counsultant

C (channels) C (channels) C (channels) C (channels) C (channels)

Tabel Baja

100.50.50.3,2 75.40.15.3,2 60.30.30.2,3 38.15.15.1,5 19.12.12.1,5

100 75 60 38 19

50 40 30 15 12

3.2 3.2 2.3 1.5 1.5

3.2 3.2 2.3 1.5 1.5

4.76 3 2.03 0.71 0.45

93.6 27.3 14.2 1.93 0.3

14.9 4.48 2.26 0.19 0.08

3.93 2.67 2.34 1.43 0.73

1.57 1.08 0.94 0.45 0.37

18.7 9.12 4.72 1.02 0.32

4.14 6.93 1.06 0.17 0.98

6.063 3.823 2.586 0.901 0.563

0 0.8 0 0 0

14 7.5 8.6 4 4.1

Cdesign Counsultant

C (channels) C (channels) C (channels) C (channels) C (channels)

Tabel Baja

100.50.50.3,2 75.40.15.3,2 60.30.30.2,3 38.15.15.1,5 19.12.12.1,5

Version 6/27/2013,7:55 PM 

Cdesign Counsultant

Code 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304

100 75 60 38 19

50 40 30 15 12

3.2 3.2 2.3 1.5 1.5

3.2 3.2 2.3 1.5 1.5

4.76 3 2.03 0.71 0.45

93.6 27.3 14.2 1.93 0.3

14.9 4.48 2.26 0.19 0.08

3.93 2.67 2.34 1.43 0.73

1.57 1.08 0.94 0.45 0.37

18.7 9.12 4.72 1.02 0.32

4.14 6.93 1.06 0.17 0.98

6.063 3.823 2.586 0.901 0.563

0 0.8 0 0 0

14 7.5 8.6 4 4.1

Design by Teguh Santoso S.Pd  Literature : Tabel Profil Kontruksi Baja

Tabel Baja

Cdesign Counsultant

Tabel Baja

Code 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317

Version 6/27/2013,7:55 PM 

Cdesign Counsultant

318 319 320 321 322

Design by Teguh Santoso S.Pd  Literature : Tabel Profil Kontruksi Baja

Tabel Baja

Cdesign Counsultant

Tabel Baja

318 319 320 321 322

Design by Teguh Santoso S.Pd  Literature : Tabel Profil Kontruksi Baja

Version 6/27/2013,7:55 PM 

Daftar Faktor Tekuk Fe 310

w

Tabel untuk perhitun Fe 360

Fe 430

Fe 510 l

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

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 1.000 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 1.000 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

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

0.827 0.819 0.810

Daftar Faktor Tekuk Fe 310

w

Tabel untuk perhitun Fe 360

Fe 430

Fe 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 49 50

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 1.185 1.193

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 1.224 1.234

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 1.263 1.274

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 1.339 1.354

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

111 112

0.343 0.337

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 99 100 101 102 103 104 105 106

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 1.889 1.910 1.931 1.953

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 2.118 2.147 2.177 2.208

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 2.389 2.435 2.482 2.530

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 3.071 3.131 3.192 3.253

113 114 115 116 117 118 119 120 l

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

107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162

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 3.964 4.015 4.066 4.117 4.169 4.221

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 4.757 4.818 4.879 4.941 5.003 5.065

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 5.550 5.621 5.692 5.764 5.836 5.909

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 7.136 7.227 7.319 7.411 7.504 7.598

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

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

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

5.982 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

7.692 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

0.289 0.284

123 124 125 126 127 128 129 130 l

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

Daftar Tekuk Kayu 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

w 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 1.47

I

II 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 88

III 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 58

IV 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 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 31

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

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 2.94 3.00

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 44 43

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 29 28

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 20 20

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 15 15

101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150

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 7.65

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 17

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 11

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 8

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 6

LUAS TULANGAN SENGKANG DALAM MM2 Jumlah kaki 2 Jarak 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 46

Nama perdagangan

Kelas kuat BD kering udara Kelas awet rata-rata (g/cm3)

Bugis Rengas Rengas Burung Terentang Jelutung Pulai Damar Balsa Duren Salimuni Cemara Kempas (mengeris) Kranji Merbau Sindur Perupuk Binuang Balau Bangkirai Belangeran Giam (Resak Tembaga) Keruing Meranti putih Meranti merah Merawan Mersawa Petanang (Sum Sel Kapur) Rasak Sintok Coromandel Gadog Kemiri Berangan Pasang Saninten Hiya Bintangur(kapurnaga) Gerunggang Rasamala Bedaru Kiserah (medang) Ulin Tembesu talang Tembesu talang Putat Bungur

I - II II II - III III - IV III - IV IV - V III V II - III II - III I - II I - II I - II I - (II) II - III II - III

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

III - IV II II V V III - IV IV V IV - V I / II II - III III - IV I I - II IV - V IV - V

I - II I - II (I) - II I (I) - II II - IV II - IV II - III II - III II II (I) II I I V - (V) II - III I - II II I - II II - III III - IV II I II - III I I - II II I - II II - (III)

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 0.69

I I - II II(I - III) I III II - III II - III II - III IV III III III I II - III V III II - III III I - II III III II - III I III I I II - III II - III