lam. e (beban-lendutan)
TRANSCRIPT
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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 #$$%
Ke"e&an'an#K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan
1 0 0,000 0,000 0,000 0,000
3 200 1960,133 1,370 1,450 1,430
4 400 3920,266 2,860 3,660 3,210
5 600 5880,399 4,600 5,300 4,290
6 700 6860,466 5,890 7,850 5,710
7 800 7840,532 6,640 8,810 6,630
8 900 8820,599 7,800 9,950 7,6309 950 9310,632 8,100 10,600 8,190
10 1000 9800,665 8,780 11,500 8,840
11 1050 10290,698 9,240 12,400 9,430
12 1100 10780,732 9,980 13,200 10,080
13 1150 11270,765 10,600 14,000 10,720
14 1200 11760,798 11,120 15,000 11,340
15 1250 12250,831 11,680 16,000 11,960 Terjadi keruntuhanlentur
TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI
HORIZONTAL DENGAN SAMBUNGAN
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Kode benda Uji : BLPI-
NoBeban Lend!"an #$$%
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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No,Beban Lend!"an #$$%
Ke"e&an'an#K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan
1 0 0,000 0,000 0,000 0,0002 50 490,033 0,470 0,850 0,500
3 100 980,067 1,290 1,760 1,300
4 150 1470,100 1,810 2,340 1,860
5 200 1960,133 2,850 3,460 2,740
6 250 2450,166 3,740 4,260 3,530
7 300 2940,200 4,490 5,190 4,390
8 350 3430,233 5,400 6,110 5,200
9 400 3920,266 6,250 7,090 6,240
10 450 4410,299 6,950 7,990 7,070
11 500 4900,333 8,000 9,040 8,090
12 550 5390,366 8,800 10,080 9,050
13 600 5880,399 9,600 11,110 9,960
14 650 6370,432 10,660 12,140 10,970
15 700 6860,466 11,540 13,200 12,200
16 750 7350,499 12,400 14,140 13,050
17 800 7840,532 13,440 15,310 14,150
18 850 8330,565 14,550 16,620 15,490
19 900 8820,599 15,530 17,790 16,590
20 950 9310,632 16,700 19,070 17,880
21 1000 9800,665 18,860 20,210 17,900 Lepa! !am"un#an pada lapi!an 8
22 1050 10290,698 19,100 21,480 20,300
23 1100 10780,732 20,300 22,940 20,650
24 1150 11270,765 21,900 24,740 22,600
25 1200 11760,798 22,700 26,280 22,740 )en%e"ar pada!am"un#an 7 * 4
26 1250 12250,831 24,480 28,040 24,000
27 1286 12603,655 26,150 30,060 24,900 Terjadi keruntuhanlentur,
TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI
HORIZONTAL DENGAN SAMBUNGAN
Kode benda Uji :BLPI-+
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NoBeban Lend!"an #$$%
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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#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 #$$%
Ke"e&an'an#K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan
1 0 0,000 0,000 0,000 0,000
2 50 490,033 0,300 0,550 0,290
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3 100 980,067 0,950 1,260 0,940
4 150 1470,100 1,520 1,990 1,410
5 200 1960,133 2,640 2,820 1,9006 250 2450,166 3,100 3,680 2,750
7 300 2940,200 3,850 4,520 3,600
8 350 3430,233 4,650 5,380 4,190
9 400 3920,266 5,350 6,300 5,100
10 450 4410,299 6,100 7,230 6,250
11 500 4900,333 7,800 8,990 7,900
12 550 5390,366 8,900 10,050 8,500
13 600 5880,399 10,000 11,070 9,500
14 650 6370,432 10,600 12,080 10,300
15 700 6860,466 12,000 13,580 11,600 Retak aal
16 750 7350,499 13,800 16,600 13,200 Ru!ak pada !am"u-
#an1 ' 9,81 (
TABEL PEMBACAAN BEBAN-LENDUTAN BALOK LAMINASI
HORIZONTAL DENGAN SAMBUNGAN
Kode benda Uji : BLPIII-
NoBeban Lend!"an #$$%
Ke"e&an'an
#K'% #N% Dia( Ki&i Dia( Ten'a) Dia( Kanan
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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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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 (
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