lam. e (beban-lendutan)

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  • 8/17/2019 Lam. E (Beban-lendutan)

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    Lampiran E -

    TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI

    HORIZONTAL TANPA SAMBUNGAN

    Kode benda Uji : BLP0-

    NoBeban Lend!"an #$$%

    Ke"e&an'an#K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan

    1 0 0,000   0,000 0,000 0,000

    3 200 1960,133   1,220 2,530 3,020

    4 400 3920,266   3,600 4,700 3,840

    5 600 5880,399   4,000 5,200 4,1506 800 7840,532   5,680 7,130 5,000

    7 900 8820,599   6,730 8,780 5,930

    8 1000 9800,665   7,720 9,920 7,000

    9 1050 10290,698   8,390 10,600 7,530

    10 1100 10780,732   8,820 11,210 8,070

    11 1150 11270,765   9,480 11,950 8,670

    12 1200 11760,798 10,200 13,400 9,480 Terjadi keruntuhanlentur 

     

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    Lampiran E -

    TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI

    HORIZONTAL TANPA SAMBUNGAN

    Kode benda Uji : BLP0-*

    NoBeban Lend!"an #$$%

    Ke"e&an'an#K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan

    1 0 0,000   0,000 0,000 0,000

    3 200 1960,133   1,270 1,650 1,400

    4 400 3920,266   3,110 3,620 3,2505 600 5880,399   5,640 7,060 5,040

    6 800 7840,532   7,680 9,550 7,060

    7 1000 9800,665   8,560 11,800 8,040

    8 1100 10780,732   9,640 13,000 9,160

    9 1200 11760,798   10,590 14,100 10,120

    10 1300 12740,865   11,580 15,300 11,180

    11 1400 13720,931   12,500 16,450 12,180

    12 1500 14700,998   13,650 17,660 13,020

    13 1600 15681,064   14,710 19,810 14,220

    14 1700 16661,131 15,750 21,800 15,250 Terjadi keruntuhan

    lentur 

     

    TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI

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    Lampiran E -

    HORIZONTAL TANPA SAMBUNGAN

     

    Kode benda Uji : BLP0-+

    NoBeban Lend!"an #$$%

    Ke"e&an'an#K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan

    1 0   0,000 0,000 0,000 0,000

    3 200   1960,133 1,370 1,450 1,430

    4 400   3920,266 2,860 3,660 3,210

    5 600   5880,399 4,600 5,300 4,290

    6 700   6860,466 5,890 7,850 5,710

    7 800   7840,532 6,640 8,810 6,630

    8 900   8820,599 7,800 9,950 7,6309 950   9310,632 8,100 10,600 8,190

    10 1000   9800,665 8,780 11,500 8,840

    11 1050   10290,698 9,240 12,400 9,430

    12 1100   10780,732 9,980 13,200 10,080

    13 1150   11270,765 10,600 14,000 10,720

    14 1200   11760,798 11,120 15,000 11,340

    15 1250 12250,831 11,680 16,000 11,960 Terjadi keruntuhanlentur 

    TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI

    HORIZONTAL DENGAN SAMBUNGAN

    3

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    Lampiran E -

    Kode benda Uji : BLPI-

    NoBeban Lend!"an #$$%

    Ke"e&an'an#K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan

    1 0 0,000 0,000 0,000 0,000

    3 100 980,067 1,350 1,530 1,400

    4 200 1960,133 2,750 2,980 2,740

    5 300 2940,200 3,980 4,340 4,120

    6 400 3920,266 5,600 6,200 5,700

    7 500 4900,333 6,140 7,820 6,520

    8 600 5880,399 7,700 9,530 7,850

    9 700 6860,466 8,180 10,280 8,32010 800 7840,532 9,650 11,730 9,740

    11 900 8820,599 11,170 13,620 11,260 Retak aal pada !am"u-n#an ke-8 dekat n$dia,

    12 1000 9800,665 14,180 17,730 14,630

    13 1050 10290,698 15,100 18,750 15,620

    14 1100 10780,732 15,920 19,650 16,460

    15 1150 11270,765 16,730 20,550 17,300

    16 1200 11760,798 17,600 21,500 18,340 Retak pada !am"un#anke-8 men%e"ar ke ata!,

    17 1250 12250,831 18,900 23,900 19,660

    18 1300 12740,865 19,900 24,800 20,610

    19 1350 13230,898 20,370 26,650 21,100 Terjadi keruntuhanlentur,

    1 ' 9,81 (

    TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI

    HORIZONTAL DENGAN SAMBUNGAN

    Kode benda Uji : BLPI-*

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    Lampiran E -

    No,Beban Lend!"an #$$%

    Ke"e&an'an#K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan

    1 0 0,000 0,000 0,000 0,0002 50 490,033 0,470 0,850 0,500

    3 100 980,067 1,290 1,760 1,300

    4 150 1470,100 1,810 2,340 1,860

    5 200 1960,133 2,850 3,460 2,740

    6 250 2450,166 3,740 4,260 3,530

    7 300 2940,200 4,490 5,190 4,390

    8 350 3430,233 5,400 6,110 5,200

    9 400 3920,266 6,250 7,090 6,240

    10 450 4410,299 6,950 7,990 7,070

    11 500 4900,333 8,000 9,040 8,090

    12 550 5390,366 8,800 10,080 9,050

    13 600 5880,399 9,600 11,110 9,960

    14 650 6370,432 10,660 12,140 10,970

    15 700 6860,466 11,540 13,200 12,200

    16 750 7350,499 12,400 14,140 13,050

    17 800 7840,532 13,440 15,310 14,150

    18 850 8330,565 14,550 16,620 15,490

    19 900 8820,599 15,530 17,790 16,590

    20 950 9310,632 16,700 19,070 17,880

    21 1000 9800,665 18,860 20,210 17,900 Lepa! !am"un#an pada lapi!an 8

    22 1050 10290,698 19,100 21,480 20,300

    23 1100 10780,732 20,300 22,940 20,650

    24 1150 11270,765 21,900 24,740 22,600

    25 1200 11760,798 22,700 26,280 22,740 )en%e"ar pada!am"un#an 7 * 4

    26 1250 12250,831 24,480 28,040 24,000

    27 1286 12603,655 26,150 30,060 24,900 Terjadi keruntuhanlentur,

    TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI

    HORIZONTAL DENGAN SAMBUNGAN

    Kode benda Uji :BLPI-+

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    Lampiran E -

    NoBeban Lend!"an #$$%

    Ke"e&an'an#K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan

    1 0 0,000 0,000 0,000 0,0002 50 490,033 0,610 0,850 0,600

    3 100 980,067 1,540 1,900 1,500

    4 150 1470,100 2,500 2,880 2,410

    5 200 1960,133 3,440 3,900 3,400

    6 250 2450,166 4,320 4,800 4,210

    7 300 2940,200 5,200 5,740 5,200

    8 350 3430,233 6,300 6,700 5,950

    9 400 3920,266 7,100 7,580 6,780

    10 450 4410,299 8,000 8,600 7,750

    11 500 4900,333 9,000 9,500 8,530

    12 550 5390,366 9,620 10,400 9,450

    13 600 5880,399 10,580 11,430 10,540

    14 650 6370,432 11,460 12,310 11,310

    15 700 6860,466 12,680 13,320 12,100

    16 750 7350,499 13,450 14,300 13,220

    17 800 7840,532 14,350 15,280 14,120

    18 850 8330,565 15,300 16,290 15,140

    19 900 8820,599 16,200 17,370 16,200

    20 950 9310,632 17,500 18,740 17,300

    21 1000 9800,665 19,000 21,040 18,600

    22 1050 10290,698 21,300 22,820 19,900 Lepa! !am"un#an pada lapi!an ke-8+"aah

    23 1010 10780,732 23,000 27,500 23,300 Terjadi keruntuhanlentur,

    TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI

    HORIZONTAL DENGAN SAMBUNGAN

    Kode benda Uji : BLPII-

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    Lampiran E -

    NoBeban Lend!"an #$$%

    Ke"e&an'an#K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan

    1 0 0,000 0,000 0,000 0,0002 50 490,033 0,840 0,850 0,800

    3 100 980,067 1,550 1,620 1,600

    4 150 1470,100 2,130 2,230 2,200

    5 200 1960,133 2,950 3,120 3,100

    6 250 2450,166 3,550 3,760 3,750

    7 300 2940,200 4,380 4,600 4,550

    8 350 3430,233 5,300 5,410 5,190

    9 400 3920,266 6,000 6,250 6,150

    10 450 4410,299 6,500 6,920 6,900

    11 500 4900,333 7,550 7,730 7,450

    12 650 6370,432 8,100 8,470 8,200

    13 700 6860,466 8,600 9,210 9,000

    14 750 7350,499 10,030 10,110 9,000 Retak aal pada!am"un#an ke- 8+lapi!an palin# "aah

    15 800 7840,532 10,650 11,740 10,530

    16 850 8330,565 12,300 14,630 11,000 Ru!ak pada !am"u-n#an

    1 ' 9,81 (

    TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI

    HORIZONTAL DENGAN SAMBUNGAN

    Kode benda Uji :BLPII-*

    No Beban Lend!"an #$$% Ke"e&an'an

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    Lampiran E -

    #K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan

    1 0 0,000 0,000 0,000 0,000

    2 50 490,033 0,900 1,120 1,0403 100 980,067 1,480 1,790 1,410

    4 150 1470,100 2,000 2,570 2,300

    5 200 1960,133 3,170 3,790 3,380

    6 250 2450,166 4,280 4,940 4,330

    7 300 2940,200 5,130 5,810 4,950

    8 350 3430,233 6,050 7,010 6,180

    9 400 3920,266 7,140 8,220 7,200

    10 450 4410,299 8,480 9,730 8,500

    11 500 4900,333 8,700 10,160 8,450

    12 550 5390,366 10,200 12,410 11,000

    13 586 5743,190 11,500 13,800 11,500 Retak aal

    14 346 3391,030 15,500 18,840 15,190 Ru!ak pada !am"u-n#an

    15 402 3939,867 18,770 21,630 18,830

    16 414 4057,475 22,080 27,540 23,640

    1 ' 9,81 (

    TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI

    HORIZONTAL DENGAN SAMBUNGAN

    Kode benda Uji :BLPII-+

    NoBeban Lend!"an #$$%

    Ke"e&an'an#K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan

    1 0 0,000 0,000 0,000 0,000

    2 50 490,033 0,300 0,550 0,290

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    Lampiran E -

    3 100 980,067 0,950 1,260 0,940

    4 150 1470,100 1,520 1,990 1,410

    5 200 1960,133 2,640 2,820 1,9006 250 2450,166 3,100 3,680 2,750

    7 300 2940,200 3,850 4,520 3,600

    8 350 3430,233 4,650 5,380 4,190

    9 400 3920,266 5,350 6,300 5,100

    10 450 4410,299 6,100 7,230 6,250

    11 500 4900,333 7,800 8,990 7,900

    12 550 5390,366 8,900 10,050 8,500

    13 600 5880,399 10,000 11,070 9,500

    14 650 6370,432 10,600 12,080 10,300

    15 700 6860,466 12,000 13,580 11,600 Retak aal

    16 750 7350,499 13,800 16,600 13,200 Ru!ak pada !am"u-

    #an1 ' 9,81 (

    TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI

    HORIZONTAL DENGAN SAMBUNGAN

    Kode benda Uji : BLPIII-

    NoBeban Lend!"an #$$%

    Ke"e&an'an

    #K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan

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    Lampiran E -

    3 100 980,067 1,630 1,780 1,730

    4 150 1470,100 2,550 2,650 2,480

    5 200 1960,133 3,630 3,700 3,3706 250 2450,166 4,400 4,560 4,250

    7 300 2940,200 5,460 5,560 5,100

    8 350 3430,233 5,960 6,180 5,740

    9 400 3920,266 6,850 7,000 6,400

    10 450 4410,299 7,700 7,860 7,180

    11 500 4900,333 8,454 8,800 8,190

    12 550 5390,366 10,350 10,700 10,000

    13 600 5880,399 11,000 11,54 10,9

    14 650 6370,432 11,500 12,300 11,740

    15 700 6860,466 12,1009 13,100 12,350

    16 750 7350,499 13,000 14,150 13,000

    17 800 7840,532 13,600 15,450 13,800 Retak aal pada!am"un#an ke-8

    18 850 8330,565 14,500 17,650 14,200 am"un#an ke-8 lepa!

    19 900 8820,599 15,980 19,500 16,050

    20 950 9310,632 17,580 21,600 17,010 Terjadi keruntuhanlentur,

    1 ' 9,81 (

    TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI

    HORIZONTAL DENGAN SAMBUNGAN

    Kode benda Uji : BLPIII-+

    NoBeban Lend!"an #$$%

    Ke"e&an'an#K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan

    1 0 0 0,000 0,000 0,000

    2 100 980,067 0,950 1,300 1,110

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    Lampiran E -

    3 200 1960,133 2,750 3,090 1,940

    4 300 2940,200 3,750 4,680 3,470

    5 400 3920,266 4,850 6,530 5,1106 500 4900,333 6,000 8,360 6,840

    7 600 5880,399 7,530 10,160 7,430

    8 700 6860,466 9,040 12,180 8,250

    9 800 7840,532 10,700 14,700 10,540 Retak aal pada!am"un#an ke-8

    10 900 8820,599 12,400 17,000 12,110 am"un#an ke-8 le- pa! dan diikuti d#n!am"un#an diata!n%a

    11 940 9212,625 16,100 20,300 16,000 Terjadi keruntuhanlentur,

    1 ' 9,81 (

    12