dimensi batang, sambungan, kolom (all-in) edited bagas

BEBAN ANGIN

Satuan kg kg kg kg kg kg kg kg kg kg1 11.35906 21.87486 19.4552 39.37475 92.06391 100 34.99978 100 17.49989 02 23.27055 43.74973 19.5 0 86.47552 100 69.99956 100 34.99978 03 26.31420 43.74973 19.5 0 89.51917 100 69.99956 100 34.99978 04 31.84906 43.74973 19.5 0 95.05403 100 69.99956 100 34.99978 05 24.34920 43.74973 19.5 0 87.55417 100 69.99956 100 17.49989 -34.999786 31.84906 43.74973 19.5 0 95.05403 100 69.99956 100 0 -69.99956

7 26.31420 43.74973 19.5 0 89.51917 100 69.99956 100 0 -69.99956

8 23.27055 43.74973 19.5 0 86.47552 100 69.99956 100 0 -69.999569 11.35906 21.87486 19.5 39.37475 92.06391 100 34.99978 100 0 -34.99978

10 13.58716 0 0 78.74951 92.33667 0 0 0 0 0

11 24.68311 0 0 78.74951 103.43262 0 0 0 0 012 27.72676 0 0 78.74951 106.47627 0 0 0 0 013 43.80514 0 0 78.74951 122.55465 0 0 0 0 014 27.72676 0 0 78.74951 106.47627 0 0 0 0 015 24.68311 0 0 78.74951 103.43262 0 0 0 0 016 13.58716 0 0 78.74951 92.33667 0 0 0 0 0

TOTAL 385.73416 349.99782 175.1 629.99607 1540.82520 900 559.99651 900 139.99913 -279.99825

Tabel 2.8 Pembebanan di Atap

TITIK BUHUL

BERAT KUDA-KUDA

ARAH Y

BERAT ATAP ARAH Y

BERAT GORDING ARAH Y

BERAT LANGIT-LANGIT ARAH Y

TOTAL BEBAN

MATI ARAH Y

BEBAN PEKERJA

DAN ALAT ARAH Y

BEBAN AIR

HUJAN ARAH Y

TOTAL BEBAN HIDUP

ARAH Y

D 12 BUHUL 1ts 60 Pu max 3564tm 60 Ø 60Fyb 360 Fem 52

Fes 40Re 1.3Ko 1.166667Moda KelelehanIm 26635.89Is 16292.57IIIs (k) 0.998846IIIs 20203.98IV 18911.34Z terkecil 16292.57Jumlah Baut 0.336538

1,4D 1,2D + 1,6L 1,2D + 1,6L + 0,8 Wdesak 1,2D + 1,6L + 0,8 Whisap 1,2D + 1,6L + 0,8 WtotalX Y X Y X Y X Y X Y

1 0 -128.89 0 -270.48 7.00 -282.60 0 -270.4767 7.00 -282.602 0 -121.07 0 -263.77 14.00 -288.02 0 -263.7706 14.00 -288.023 0 -125.33 0 -267.42 14.00 -291.67 0 -267.4230 14.00 -291.674 0 -133.08 0 -274.06 14.00 -298.31 0 -274.0648 14.00 -298.315 0 -122.58 0 -265.06 7.00 -277.19 14.00 -289.3136 21.00 -301.446 0 -133.08 0 -274.06 0 -274.06 28.00 -322.5620 28.00 -322.567 0 -125.33 0 -267.42 0 -267.42 28.00 -315.9201 28.00 -315.928 0 -121.07 0 -263.77 0 -263.77 28.00 -312.2677 28.00 -312.279 0 -128.89 0 -270.48 0 -270.48 14.00 -294.7253 14.00 -294.73

10 0 -129.27 0 -110.80 0 -110.80 0 -110.8040 0 -110.8011 0 -144.81 0 -124.12 0 -124.12 0 -124.1191 0 -124.1212 0 -149.07 0 -127.77 0 -127.77 0 -127.7715 0 -127.7713 0 -171.58 0 -147.07 0 -147.07 0 -147.0656 0 -147.0714 0 -149.07 0 -127.77 0 -127.77 0 -127.7715 0 -127.7715 0 -144.81 0 -124.12 0 -124.12 0 -124.1191 0 -124.1216 0 -129.27 0 -110.80 0 -110.80 0 -110.8040 0 -110.80

TOTAL -2157.1553 -3288.9902 55.9997 -3385.9845 111.9993 -3482.9787 167.9990 -3579.9730

RAV 1078.5776 1644.495 1831.541 1799.210 1863.870

RBV 1078.5776 1644.495 1799.231 1928.560 1960.890

2157.155 3288.990 3630.772 3727.770 3824.760

RAH 0 0 -56.00 -112.00 -168.00

Tabel 2.9 Kombinasi Pembebanan (kg)

TITIK BUHUL

∑RV

Tabel 2.9 Kombinasi Pembebanan (kg)

1,4D 1,2D + 1,6L 1,2D + 1,6L + 0,8 Wdesak 1,2D + 1,6L + 0,8 Whisap 1,2D + 1,6L + 0,8 WtotalX Y X Y X Y X Y X Y

1 0.0000 -128.8895 0.0000 -270.4767 7.0000 -282.6010 0.0000 -270.4767 7.0000 -282.60102 0.0000 -121.0657 0.0000 -263.7706 13.9999 -288.0192 0.0000 -263.7706 13.9999 -288.01923 0.0000 -125.3268 0.0000 -267.4230 13.9999 -291.6716 0.0000 -267.4230 13.9999 -291.67164 0.0000 -133.0756 0.0000 -274.0648 13.9999 -298.3134 0.0000 -274.0648 13.9999 -298.31345 0.0000 -122.5758 0.0000 -265.0650 7.0000 -277.1893 13.9999 -289.3136 20.9999 -301.43786 0.0000 -133.0756 0.0000 -274.0648 0.0000 -274.0648 27.9998 -322.5620 27.9998 -322.56207 0.0000 -125.3268 0.0000 -267.4230 0.0000 -267.4230 27.9998 -315.9201 27.9998 -315.92018 0.0000 -121.0657 0.0000 -263.7706 0.0000 -263.7706 27.9998 -312.2677 27.9998 -312.26779 0.0000 -128.8895 0.0000 -270.4767 0.0000 -270.4767 13.9999 -294.7253 13.9999 -294.7253

10 0.0000 -129.2713 0.0000 -110.8040 0.0000 -110.8040 0.0000 -110.8040 0.0000 -110.804011 0.0000 -144.8057 0.0000 -124.1191 0.0000 -124.1191 0.0000 -124.1191 0.0000 -124.119112 0.0000 -149.0668 0.0000 -127.7715 0.0000 -127.7715 0.0000 -127.7715 0.0000 -127.771513 0.0000 -171.5765 0.0000 -147.0656 0.0000 -147.0656 0.0000 -147.0656 0.0000 -147.065614 0.0000 -149.0668 0.0000 -127.7715 0.0000 -127.7715 0.0000 -127.7715 0.0000 -127.771515 0.0000 -144.8057 0.0000 -124.1191 0.0000 -124.1191 0.0000 -124.1191 0.0000 -124.119116 0.0000 -129.2713 0.0000 -110.8040 0.0000 -110.8040 0.0000 -110.8040 0.0000 -110.8040

TOTAL -2157.1553 -3288.9902 55.9997 -3385.9845 111.9993 -3482.9787 167.9990 -3579.9730

RAV 1078.5776 1644.4951 1831.5408 1799.2100 1863.8700

RBV 1078.5776 1644.4951 1799.2308 1928.5600 1960.8900

2157.1553 3288.9902 3630.7716 3727.7700 3824.7600

RAH 0.0000 0.0000 -56.0000 -111.9993 -167.9990

TITIK BUHUL

∑RV

Tabel 2.10. Rekapitulasi Gaya Batang dengan Metode Buhul (kg)

BATANG 1,4D 1,2D + 1,6L

A1 -2185.08 -2992.99 -3098.07 -3057.65 -3162.54

A2 -2185.13 -2993.06 -3114.31 -3057.73 -3178.70

A3 -1618.31 -2187.13 -2259.87 -2251.79 -2369.74

A4 -1303.16 -1756.99 -1813.57 -1821.65 -1959.85

A5 -1303.13 -1756.95 -1821.61 -1837.77 -1984.10

A6 -1618.33 -2187.15 -2251.81 -2332.64 -2606.02

A7 -2184.9 -2992.73 -3057.39 -3235.21 -4771.04

A8 -2184.95 -2992.81 -3057.47 -3267.62 -3403.37

B1 1892.37 2592.05 2732.06 2760.06 2899.84

B2 1658.34 2252.85 2364.85 2420.85 2547.45

B3 1658.34 2252.85 2364.85 2420.85 2547.45

B4 1401.47 1894.06 1978.06 2062.06 2185.45

B5 1401.45 1894.04 1950.04 2090.03 2327.07

B6 1658.35 2252.85 2308.85 2476.85 2972.33

B7 1658.35 2252.85 2308.85 2476.85 2972.33

B8 1892.21 2591.84 2647.84 2843.83 3122.46

D1 357.49 518.15 560.93 518.16 538.26

D2 -392.37 -548.02 -590.8 -548.03 -552.92

D3 -545.83 -744.99 -800.99 -744.99 -737.96

D4 -545.76 -744.88 -744.88 -800.88 -1021.20

D5 -392.42 -548.1 -548.1 -590.88 685.59

D6 357.22 517.79 517.78 560.54 554.32

V1 -136.71 -277.23 -309.57 -277.24 -296.10

V2 164.6 141.09 141.09 141.09 124.12

V3 469.71 562.64 594.98 562.65 545.72

V4 1163.49 1477.25 1525.75 1525.74 1670.54

V5 469.77 562.72 562.72 595.05 872.78

V6 164.6 141.09 141.09 141.09 124.12

V7 -136.49 -276.94 -276.94 -309.26 -300.16

1,2D + 1,6L + 0,8 Wtekan

1,2D + 1,6L + 0,8 Whisap

1,2D + 1,6L + 0,8 Wtotal

ATAS

BAWAH

DIAGONAL

TEGAK

Tipe 5

1,2D + 1,6L + 0,8 WhisapX Y

1 = 7.0000 = (282.6010)

2 = 13.9999 = (288.0192)

3 = 13.9999 = (291.6716)

4 = 13.9999 = (298.3134)

5 = 20.9999 = (301.4378)

6 = 27.9998 = (322.5620)

7 = 27.9998 = (315.9201)

8 = 27.9998 = (312.2677) Buhul A9 = 13.9999 = (294.7253)

10 = 0.0000 = (110.8040)

11 = 0.0000 = (124.1191)

12 = 0.0000 = (127.7715)

13 = 0.0000 = (147.0656)

14 = 0.0000 = (127.7715)

15 = 0.0000 = (124.1191)

16 = 0.0000 = (110.8040)

TOTAL = 167.9990 = (3,579.9730)

RAV = 1,863.8700

RBV = 1,960.8900

= 3,824.7600 Buhul BRAH = (167.9990)

Buhul P

TITIK BUHUL

∑RV

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

Buhul O

Buhul C

Buhul N

Buhul D

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

Buhul E

Buhul M

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

sudut a = 30.0000 °sudut b = 49.103897 °sudut c = 60.0000 °

= 49.1039

Rav - Py1 + A1 sin a = 01863.87 -282.601 + A1 sin 30 = 01581.269 + A1 (0.5) = 0A1 = (3,162.5380) tekan

Rah + A1 cos a - B1 - Px1 = 0-167.999 + 3162.538 cos 30 - B1 - 6.99995632173039 = 0B1 = 2,899.8373 tarik

Py2 + V1 + A1 sin a - A2 sin a = 0288.019181576348 + V1 + -3162.538 sin 30 - A2 sin 30 = 0-1293.24984160738 + V1 - 0.5 A2 = 0V1 - 0.5 A2 = 1293.24984160738

A1 cos a - Px2 - A2 cos a = 0-2752.83820123249 - A2 cos 30 = 0A2 = (3,178.7038) tekanV1 = (296.1020) tarik

-Py16 + V1 + D1 sin b = 0-110.804005453034 + -296.102034909682 + D1 * 0.755970206307975 = 0D1 = 538.2567 tarik

B1 - B2 - D1 cos b = 02899.83728398883 - 352.390967907449 - B2 = 0B2 = 2,547.4463 tarik

∑Fv = 0

∑Fh = 0

∑Fv = 0

∑Fh = 0

∑Fv = 0

∑Fh = 0

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

-Py15 + V2 = 0-124.119146927709 + V2 = 0V2 = 124.1191 tarik

B2 - B3 = 02547.44631608138 - B3 = 0B3 = 2,547.4463 tarik

A2 sin a + D1 sin b + V2 + D2 sin b - A3 sin a + Py3 = 0-766.693993622521 + 0.755897999323327 D2 - 0.5 A3 = 00.755897999323327 D2 - 0.5 A3 = 766.693993622521

A2 cos a + D1 cos b - Px3 - D2 cos b - A3 cos a = 0-2414.44714596851 - 0.65468940316687 D2 - 0.866025403784439 A3 = 0-0.65468940316687 D2 - 0.866025403784439 A3 = 2414.44714596851

Eliminasi0.75589800 D2 + -0.5000000 A3 = 766.6940

-0.65468940 D2 + -0.8660254 A3 = 2,414.4471

Menghilangkan d20.75589800 D2 + -0.5000000 A3 = 766.6940 0.75589800 D2 + 0.9999045 A3 = (2,787.6971) (-)

0.0000000 D2 + -1.4999045 A3 = 3,554.3911 A3 = (2,369.7450) tekanD2 = (552.9214) tekan

-Py14 + V3 + D2 sin b = 0-127.771526849883 + V3 + -552.92135694824 * 0.755897999323327 = 0V3 = 545.7237 tarik

B4 - B3 - D2 cos b = 0B4 - 2547.44631608138 - -552.92135694824 * 0.65468940316687 = 0B4 = 2,185.4546 tarik

Py4 + V3 + D3 sin c + A3 sin a - A4 sin a = 0

∑Fv = 0

∑Fh = 0

∑Fv = 0

∑Fh = 0

∑Fv = 0

∑Fh = 0

∑Fv = 0

-340.835419445725 + D3 * 0.866025403784439 - A4 * 0.5 = 00.866025403784439 D3 - 0.5 A4 = 340.835419445725

A3 cos a - Px4 - A4 cos a - D3 cos c = 0-2369.74497770324 * 0.866025403784439 - 13.9999126434608 - A4 * 0.866025403784439 - D3 * 0.5 = 0-0.866025403784439 A4 -0.5 D3 = 2066.25926382505

Eliminasi0.86602540 D3 + -0.5000000 A4 = 340.8354

-0.50000000 D3 + -0.8660254 A4 = 2,066.2593

Menghilangkan d20.86602540 D3 + -0.5000000 A4 = 340.8354 0.86602540 D3 + 1.50000000 A4 = (3,578.8660) (-)

0.0000000 D3 + -2.0000000 A4 = 3,919.7014 A4 = (1,959.8507) tekanD3 = (737.9575) tekan

Py5 + V4 + A4 sin a + A5 sin a = 0-678.487521709774 + V4 + A5 * 0.5 = 0V4 + 0.5 A5 = 678.487521709774

A4 cos a - Px5 - A5 cos a = 0-1718.28038270874 - A5 * 0.866025403784439 = 0A5 = (1,984.0993) tekanV4 = 1,670.5372 tarik

Py13 - V4 - D3 sin c - D4 sin c = 0-884.381645560943 - D4 * 0.866025403784439 = 0D4 = (1,021.1960) tekan

B4 + D3 cos c - D4 cos c - B5 = 02327.0737939522 - B5 = 0B5 = 2,327.0738 tarik

∑Fh = 0

∑Fv = 0

∑Fh = 0

∑Fv = 0

∑Fh = 0

Buhul H

A7 cos a - Px8 - A8 cos a = 0-4159.8426804394 - A8 * 0.866025403784439 = 0A8 = (4,803.3726) tekan

= (4,159.8427)

Buhul J

Py10 - V7 - D6 sin b = 0-1276.67583294747 - V7 = 0V7 = (1,276.6758) tekan

B7 + D6 cos b - B8 = 04174.03863469112 - B8 = 0B8 = 4,174.0386 tarik

∑Fh = 0

∑Fv = 0

∑Fh = 0

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

Buhul G

Py7 + D5 sin b +V6 + D6 sin b + A7 sin a - A6 sin a = 0998.040746271013 + D6 * 0.755897999323327 + A7 * 0.5 = 00.755897999323327 D6 + 0.5 A7 = -998.040746271013

A6 cos a - Px7 + D5 cos b - D6 cos b - A7 cos a = 0-2930.13528598091 - D6 *0.65468940316687 - A7 *0.866025403784439 = 00.65468940316687 D6 + 0.866025403784439 A7 = -2930.13528598091

Eliminasi0.75589800 D6 + 0.50000000.65468940 D6 + 0.8660254

Menghilangkan d20.75589800 D6 + 0.5000000

-0.75589800 D6 + -0.99990450.0000000 D6 + -0.4999045

Buhul K

Py11 - V6 = 0V6 = 124.1191 tarik

B6 - B7 = 0B7 = 2,972.3311 tarik

Buhul L

Py12 - V5 - D5 sin b = 0-745.007752175677 - D5 * 0.755897999323327 = 0D5 = (985.5930) tekan

B5 - D5 cos b - B6 = 02972.33106551954 - B6 = 0B6 = 2,972.3311 tarik

Buhul F

Py6 + V5 + D4 sin c + A6 sin a - A5 sin a = 0

∑Fv = 0

∑Fh = 0

∑Fv = 0

∑Fh = 0

∑Fv = 0

∑Fh = 0

∑Fv = 0

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

430.229950994899 + V5 + A6 * 0.5 = 0V5 + 0.5 A6 = -430.229950994899

A5 cos a - Px6 - A6 cos a + D4 cos c = 0-2256.87818912664 - A6 * 0.866025403784439 = 0A6 = (2,606.0185) tekanV5 = 872.7793 tarik

∑Fh = 0A1

A2

A3

A4 A5

A6

A7

A8

B8B7B6B5B4B3B2B1

V1D1 V2

D2V3

D3

V4

V7D6V6

D5V5

D4

A

B

C

DE

FG

H

I

JKLMNOP

Py7 + D5 sin b +V6 + D6 sin b + A7 sin a - A6 sin a = 0998.040746271013 + D6 * 0.755897999323327 + A7 * 0.5 = 00.755897999323327 D6 + 0.5 A7 = -998.040746271013

-2930.13528598091 - D6 *0.65468940316687 - A7 *0.866025403784439 = 00.65468940316687 D6 + 0.866025403784439 A7 = -2930.13528598091

A7 = (998.0407)A7 = (2,930.1353)

A7 = (998.0407)A7 = 3,383.1056 (+)A7 = 2,385.0649 A7 = (4,771.0412) tekanD6 = 1,835.5384 tarik

DATA SAMBUNGAN

SAMBUNGAN BUHUL 1 A1-B1DIAMETER BAUT 12.7 mm Buku Sambungan Hal 65TS 100 mm G 0 10 20 30TM 100 mm 0.6 46.35 45.48 43.15 40.01FYB 320 mpaFes 39.682 mpaFEm sejajar 46.35 mpaTETA 31 derajatK teta 1.08611Re 1.16804k4 0.95700Im z 44983.91969 NIs z 77024.89326 NIIIs z 34053.87717 NIvs z 20860.15427 N

Dipilih nilai z yang paling kecil 20860.15427 NZu 10847.280221 NPu 4525.55 kg 45255.5 N dipilih yang terbesar gayanyaJUMLAH PAKU (nf) 4.1720596386 ≈ 6 buah

Cg = 1Cdelta = 1JARAK UJUNG 50.8 mmJARAK TEPI 50.8 mmlm/D 7.874015748 mm > 6, makaSpasi antar baris 63.5 mm max 127 mmspasi dalam satu baris <= 127 mm

Tahanan MomenZu 65083.681328 N > 45255.5 N AMAN :DM 3254184.0664 Nmm

SAMBUNGAN BUHUL 3 (MENYAMBUNG V2 PADA A2 & A3)TETA 60 derajatFem 46.35 mpaFes 31.42 mpaK teta 1.166667Re 1.475175k3 0.900988Im z 41877.88714 NIs z 56776.83771 NIIIs z 27208.98508 N

Ivs z 18175.03505 N


Cg DIHITUNG TERPISAHCdelta = 1JARAK UJUNG 50.8 mm 4DJARAK TEPI 50.8 mmlm/D 7.874015748 mm > 6, makaSpasi antar baris 63.5 mm max 127 mmspasi dalam satu baris <= 127 mm


SAMBUNGAN BUHUL 3 (MENYAMBUNG D2 PADA A2 & A3)TETA 81 derajatFem 46.35 mpaFes 28.666 mpaK teta 1.225Re 1.616898k4 0.83608Im z 39883.702041 NIs z 49333.60098 NIIIs z 23104.264917 NIvs z 16834.317499 N



Tahanan Momen

Zu 43769.225498 N > 31787.04 N AMAN :DM 2188461.2749 Nmm

SAMBUNGAN BUHUL 5 (MENYAMBUNG V4 PADA A4 & A5)TETA 59 derajatFem 46.35 mpaFes 31.657 mpaK teta 1.163889Re 1.464131k4 0.86938Im z 41977.834368 NIs z 57341.631179 NIIIs z 26401.000226 NIvs z 18259.192768 N

Dipilih nilai z yang paling kecil 18259.192768 NZu 9494.7802391 NPu 2627.1 kg 26271 N dipilih yang terbesar gayanyaJUMLAH PAKU (nf) 2.7668886839 ≈ 6 buah


Tahanan MomenZu 56968.681435 N > 26271 N AMAN :DM 2848434.0717 Nmm

SAMBUNGAN BUHUL 11 (MENYAMBUNG D1 PADA B2 & B3)TETA 31 derajatFem 39.682 mpaFes 46.35 mpaK teta 1.086111Re 0.856138k4 1.111848Im z 38512.446629 NIs z 89967.839386 NIIIs z 37570.973286 NIvs z 20860.154272 N

Dipilih nilai z yang paling kecil 20860.154272 N

Zu 10847.280221 NPu 3994.82 kg 39948.2 N dipilih yang terbesar gayanyaJUMLAH PAKU (nf) 3.682784918 ≈ 4 buah



SAMBUNGAN BUHUL 11 (MENYAMBUNG V2 PADA B2 & B3)TETA 90 derajatFem 28.36 mpaFes 46.35 mpaK teta 1.25Re 0.611866k4 1.329621Im z 23915.4208 NIs z 78172.056 NIIIs z 30509.859935 NIvs z 16442.9122 N








SAMBUNGAN BUHUL 13 (MENYAMBUNG V4 PADA B4 & B5)TETA 90 derajatFem 28.36 mpaFes 46.35 mpaK teta 1.25Re 0.611866k4 1.329621Im z 23915.4208 NIs z 78172.056 NIIIs z 30509.859935 NIvs z 16442.9122 N








SAMBUNGAN BUHUL 2 (MENYAMBUNG D1 PADA A1 & A2)TETA 62 derajatFem 46.35 mpa

Fes 31.08 mpaK teta 1.172222Re 1.491313k4 0.862979Im z 41679.413744 NIs z 55896.275261 NIIIs z 25817.751063 NIvs z 18030.216059 N






Cg = 1Cdelta = 1

JARAK UJUNG 50.8 mmJARAK TEPI 50.8 mmlm/D 7.874015748 mm > 6, makaSpasi antar baris 63.5 mm max 127 mmspasi dalam satu baris <= 127 mm


SAMBUNGAN BUHUL 4 (MENYAMBUNG D3 PADA A3 & A4)TETA 92 derajatFem 46.35 mpaFes 28.292 mpaK teta 1.255556Re 1.638272k4 0.831896Im z 38913.080973 NIs z 47505.022088 NIIIs z 22297.433624 NIvs z 16357.964547 N




40 50 60 70 80 9036.73 33.79 31.42 29.72 28.7 28.36

dipilih yang terbesar gayanya

EDITED BAGAS

BAUT B1-B2-V1 NDS BAUT B1-B2-D1 NDS BAUT B2-B3-V2 NDS BAUT A2-A3-V2

D 12.7 As 15000 D 12.7 As 15000 D 12.7 As 15000 D 12.7

θ 90 Am 15000 θ 49.103896947 Am 15000 θ 90 Am 15000 θ 60Fyb 320 As/Am 1 LANJUT Fyb 320 As/Am 1 LANJUT Fyb 320 As/Am 1 LANJUT Fyb 320ts 50 ts 50 ts 50 ts 50

tm 100 As 23.2500465 tm 100 As 23.2500465 tm 100 As 23.2500465 tm 100Fe// = Fes 44.034 n baut 0.5 Fe// = Fes 44.034 n baut 0.5 Fe// = Fes 44.034 n baut 0.5 Fe// = Fes 44.034Feθ = Fem 26.344 As Cg Feθ = Fem 31.852077679 As Cg Feθ = Fem 26.344 As Cg Feθ = Fem 29.29Re 0.59826498 20 1 Re 0.7233519026 20 1 Re 0.598264977 20 1 Re 0.66516782Kθ 1.25 28 1 Kθ 1.1363997137 28 1 Kθ 1.25 28 1 Kθ 1.16666667K3 1.58852524 23.25005 1 K3 1.4375556402 23.25005 1 K3 1.588525238 23.25005 1 K3 1.50182457

TAHANAN LATERAL ACUAN INTERPOLASI KUAT TUMPU (Fe) TAHANAN LATERAL ACUAN INTERPOLASI KUAT TUMPU (Fe) TAHANAN LATERAL ACUAN INTERPOLASI KUAT TUMPU (Fe) TAHANAN LATERAL ACUANMode Z G 90 0 Mode Z G 49.10389695 0 40 50 Mode Z G 90 0 90 50 Mode Z

Im 22215.3683 0.55 25 42.49 Im 29545.304065 0.55 30.38449327 42.49 32.97 30.13 Im 22215.36832 0.55 25 42.49 25 30.13 Im 26463.9334Is 37132.9915 0.6 28.36 46.35 Is 40844.993921 0.6 34.0534543 46.35 36.73 33.79 Is 37132.99152 0.6 28.36 46.35 28.36 33.79 Is 39785.3481

IIIs 17018.4281 0.57 26.344 44.034 IIIs 19541.802091 0.57 31.85207768 44.034 34.474 31.594 IIIs 17018.42812 0.57 26.344 44.034 26.344 31.594 IIIs 18685.4812IV 15914.9981 IV 18537.489582 IV 15914.99809 IV 17615.056

KONTROL GAYA KONTROL GAYA KONTROL GAYAZu 8275.79901 P ≤ Zu 9639.4945828 P ≤ Zu 8275.799009 P ≤ Zu 9159.8291P 3095.70 3095.7 ≤ 8275.799 OKE P 5609.30 5609.3 ≤ 9639.495 OKE P 1646.00 1646 ≤ 8275.799 OKE P 1646.00n 0.3740666 n 0.5819081023 n 0.198893182 n 0.17969768diambil 1 TAHANAN MOMEN diambil 1 TAHANAN MOMEN diambil 1 TAHANAN MOMEN diambil 1

r 46.0977223 r 46.09772229 r 46.097722286Jarak Tepi MIN diambil M 381495.484 Nmm Jarak Tepi MIN diambil M 444358.7443 Nmm Jarak Tepi MIN diambil M 381495.4844 Nmm Jarak Tepi MIN diambildengan beban 50.8 60 dengan beban 50.8 60 dengan beban 50.8 60 dengan beban 50.8 60tanpa beban 19.05 20 tanpa beban 19.05 20 tanpa beban 19.05 20 tanpa beban 19.05 20

Spasi Spasi Spasi Spasi4D 50.8 60 4D 50.8 60 4D 50.8 60 4D 50.8 60

Jarak Antar Baris Pengencang Jarak Antar Baris Pengencang Jarak Antar Baris Pengencang Jarak Antar Baris Pengencanglm/D 7.87401575 > 6 --> 5D lm/D 7.874015748 > 6 --> 5D lm/D 7.874015748 > 6 --> 5D lm/D 7.87401575 > 6 --> 5Djarak 63.5 70 jarak 63.5 70 jarak 63.5 70 jarak 63.5 70

mm2 mm2 mm2

mm2 mm2 mm2

in2 in2 in2

Zu.n.Cg.CΔ Zu.n.Cg.CΔ Zu.n.Cg.CΔ

NDS BAUT A2-A3-D1 NDS BAUT A2-A3-D2 NDS

As 15000 D 12.7 As 15000 D 12.7 As 15000

Am 15000 θ 19.1066 Am 15000 θ 79.1066 Am 15000As/Am 1 LANJUT Fyb 320 As/Am 1 LANJUT Fyb 320 As/Am 1 LANJUT

ts 50 ts 50

As 23.25005 tm 100 As 23.2500465 tm 100 As 23.2500465n baut 0.5 Fe// = Fes 44.034 n baut 0.5 Fe// = Fes 44.034 n baut 0.5

As Cg Feθ = Fem 41.036162 As Cg Feθ = Fem 26.7593745 As Cg20 1 Re 0.9319199 20 1 Re 0.60769802 20 128 1 Kθ 1.0530739 28 1 Kθ 1.21974056 28 1

23.25005 1 K3 1.2648322 23.25005 1 K3 1.5753352 23.25005 1

INTERPOLASI KUAT TUMPU (Fe) TAHANAN LATERAL ACUAN INTERPOLASI KUAT TUMPU (Fe) TAHANAN LATERAL ACUAN INTERPOLASI KUAT TUMPU (Fe)G 60 0 60 50 Mode Z G 19.1066 0 10 20 Mode Z G 79.1066 0 70 80

0.55 27.87 42.49 27.87 30.13 Im 41076.148 0.55 39.4881622 42.49 41.61 39.28 Im 23125.4561 0.55 25.404873 42.49 26.27 25.320.6 31.42 46.35 31.42 33.79 Is 44076.907 0.6 43.3581622 46.35 45.48 43.15 Is 38054.1904 0.6 28.7911268 46.35 29.72 28.7

0.57 29.29 44.034 29.29 31.594 IIIs 22203.721 0.57 41.0361622 44.034 43.158 40.828 IIIs 17504.9645 0.57 26.7593745 44.034 27.65 26.672IV 21445.2 IV 16389.6022

KONTROL GAYA KONTROL GAYA KONTROL GAYAP ≤ Zu 11151.504 P ≤ Zu 8522.59315 P ≤

1646 ≤ 9159.829 OKE P 5609.30 5609.3 ≤ 11151.5 OKE P 5908.00 5908 ≤ 8522.593 OKEn 0.5030084 n 0.69321624

TAHANAN MOMEN diambil 1 TAHANAN MOMEN diambil 1 TAHANAN MOMENr 46.09772 r 46.0977223 r 46.0977223M 422247.3 Nmm Jarak Tepi MIN diambil M 514058.933 Nmm Jarak Tepi MIN diambil M 392872.132 Nmm

dengan be 50.8 60 dengan beban 50.8 60tanpa beba 19.05 20 tanpa beban 19.05 20

Spasi Spasi4D 50.8 60 4D 50.8 60

Jarak Antar Baris Pengencang Jarak Antar Baris Pengencanglm/D 7.8740157 > 6 --> 5D lm/D 7.87401575 > 6 --> 5Djarak 63.5 70 jarak 63.5 70

mm2 mm2 mm2

mm2 mm2 mm2

in2 in2 in2

Zu.n.Cg.CΔ Zu.n.Cg.CΔ Zu.n.Cg.CΔ

Bagas Mahadika A. P.I0112017

Tugas Struktur Kayu 2015

Tabel 3.1 Rekapitulasi Rencana Sambungan Masing - Masing Buhul

BUHUL BATANG Im Is IIIs IV Z Zu P n nf KET.A A1-B1 TAKIKANB A1-V1-A2 26463.93 39785.35 18685.48 17615.06 17615.06 9159.83 3095.70 0.34 2 BAUT

CA2-V2-A3 26463.93 39785.35 18685.48 17615.06 17615.06 9159.83 1646.00 0.18 2 BAUTA2-D1-A3 41076.15 44076.91 22203.72 21445.20 21445.20 11151.50 5609.30 0.50 2 BAUTA2-D2-A3 23125.46 38054.19 17504.96 16389.60 16389.60 8522.59 5908.00 0.69 2 BAUT

DA3-V3-A4 26463.93 39785.35 18685.48 17615.06 17615.06 9159.83 5949.80 0.65 2 BAUTA3-D3-V4 22215.37 37132.99 17018.43 15915.00 15915.00 8275.80 8009.90 0.97 2 BAUT

EA4 - V4 26463.93 39785.35 18685.48 17615.06 17615.06 9159.83 16705.37 1.82 2 BAUTV4 - A5 26463.93 39785.35 18685.48 17615.06 17615.06 9159.83 16705.37 1.82 2 BAUT

FA5-V5-A6 26463.93 39785.35 18685.48 17615.06 17615.06 9159.83 8727.79 0.95 2 BAUTA5-D4-A6 22215.37 37132.99 17018.43 15915.00 15915.00 8275.80 10211.96 1.23 2 BAUT

GA6-V6-A7 26463.93 39785.35 18685.48 17615.06 17615.06 9159.83 1646.00 0.18 2 BAUTA6-D5-A7 41076.15 44076.91 22203.72 21445.20 21445.20 11151.50 6855.90 0.50 2 BAUTA6-D6-A7 23125.46 38054.19 17504.96 16389.60 16389.60 8522.59 5605.40 0.69 2 BAUT

H A7-V7-A8 26463.93 39785.35 18685.48 17615.06 17615.06 9159.83 3092.60 0.34 2 BAUTI A8-B8 TAKIKAN

PB1-V1-B2 22215.37 37132.99 17018.43 15915.00 15915.00 8275.80 3095.70 0.37 2 BAUTB1-D1-B2 29545.30 40844.99 19541.80 18537.49 18537.49 9639.49 5609.30 0.58 2 BAUT

O B2-V2-B3 22215.37 37132.99 17018.43 15915.00 15915.00 8275.80 1646.00 0.20 2 BAUT

NB3-V3-B4 22215.37 37132.99 17018.43 15915.00 15915.00 8275.80 5949.80 0.72 2 BAUTB3-D2-B4 29545.30 40844.99 19541.80 18537.49 18537.49 9639.49 5908.00 0.61 2 BAUT

MB4-V4-B5 22215.37 37132.99 17018.43 15915.00 15915.00 8275.80 16705.37 2.04 4 BAUTB4-D3-B5 26463.93 39785.35 18685.48 17615.06 17615.06 9159.83 8009.90 0.87 2 BAUTB4-D4-B5 26463.93 39785.35 18685.48 17615.06 17615.06 9159.83 10211.96 1.11 2 BAUT

LB5-V5-B6 22215.37 37132.99 17018.43 15915.00 15915.00 8275.80 8727.79 1.05 2 BAUTB5-D5-B6 29545.30 40844.99 19541.80 18537.49 18537.49 9639.49 6855.90 0.71 2 BAUT

K B6-V6-B7 22215.37 37132.99 17018.43 15915.00 15915.00 8275.80 1646.00 0.20 2 BAUT

JB6-V7-B7 22215.37 37132.99 17018.43 15915.00 15915.00 8275.80 3092.60 0.37 2 BAUTB7-D6-B8 29545.30 40844.99 19541.80 18537.49 18537.49 9639.49 5605.40 0.17 2 BAUT

B 100 mmH 150 mmL 3170 mmL/2 1585 mmMutu Kayu 0.8 AFc 43E 22000cek syaratl1/d1 31.7 mm < AMAN :Dl2/d2 21.13333 mm < AMAN :Dl3/d1 15.85 mm < AMAN :D

A 15000 mm2 15625Ix 28125000 mm2r 43.30127 mm ≈ 28.87 mmAngka kelangsingan 73.20801 14.435Kayu E23 mutu Fc 34.4 MpaFc' 27.52 MpaP0' 412800.0 NEw 17600 MpaE05 12144 MpaE05' 12144 MpaPe 335456 Nlamda c 0.9593611+lamda c / 2c 1.224601Cp 0.676472

Tahanan Koreksi Tekan P'P' 279247.5 N 58616.44

279.2475 kN

Gaya tekan terfaktor maksimum yang dijinkanPu <= 201.0582 kN

Perencanaan Kelos Tumpuan dan Kelos Lapangan

Ks 1.1592 <= 1,775 AMAN :DZ' 17388 N

Tahanan geser baut untuk diameter 12.7 22500 NMenghitung jumlah bautnf 0.7728 diambil 4

dimensi batang, sambungan, kolom (all-in) edited bagas

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