tabel gaya rangka utama akibat beban

8/18/2019 Tabel Gaya Rangka Utama Akibat Beban

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TABEL GAYA BATANG RANGKA UTAMA AKI

NO BATANG Y MAKS GAYA

TARIK (+) TEKAN (-)

1 A1 1

2 A2 2.5

3 A3 3

4 A4 2.5

5 A5 1

6 B1 2 385.340

7 B2 3 578.010

8 B3 3 578.010

9 B4 2 385.340

10 1 2.907 560.092

11 2 0.894

12 3 1.342 0.224 258.563

13 4 0.089 0.805 17.148

14 5 0.671 0.671 129.282

15 6 0.671 0.671 129.282

16 7 0.089 0.805 17.148

17 8 1.342 0.224 258.563

18 9 0.894

19 10 2.907 560.092

AKIBAT !"#$


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AT BEBAN MATI ULTIMATE

BATANGKETERANGAN

192.670

481.675

578.010

481.675

192.670

172.247

43.158

155.099

129.282

129.282

155.099

43.158

172.247

% 192&67 KN


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TABEL GAYA BATANG RANGKA UTAMA AKIBAT BEBAN 'IU! (GARI

NO BATANG Y MAKS GAYA BATANG

TARIK (+) TEKAN (-)

1 A1 0.4 108.000

2 A2 0.9 243.000

3 A3 1 270.000

4 A4 0.9 243.000

5 A5 0.4 108.000

6 B1 0.8 216.000

7 B2 1.2 324.000

8 B3 1.2 324.000

9 B4 0.8 216.000

10 1 0.894 241.380

11 2 0.358 96.660

12 3 0.671 0.224 181.170 60.480

13 4 0.089 0.358 24.030 96.660

14 5 0.447 0.447 120.690 120.690

15 6 0.447 0.447 120.690 120.690

16 7 0.089 0.358 24.030 96.660

17 8 0.671 0.224 181.170 60.480

18 9 0.358 96.660

19 10 0.894 241.380

AKIBAT !"#$ % 270 KN


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)

KETERANGAN


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TABEL GAYA BATANG RANGKA UTAMA AKIBAT BEBAN 'IU!

NO BATANG Y MAKS GAYA BATANG

TARIK (+) TEKAN (-)

1 A1 3 180.900

2 A2 7.5 452.250

3 A3 9 542.7004 A4 7.5 452.250

5 A5 3 180.900

6 B1 6 361.800

7 B2 9 542.700

8 B3 9 542.700

9 B4 6 361.800

10 1 6.708 404.492

11 2 2.683 161.785

12 3 3.773 0.419 227.512 25.266

13 4 0.161 2.038 9.708 122.89114 5 1.677 1.677 101.123 101.123

15 6 1.677 1.677 101.123 101.123

16 7 0.161 2.038 9.708 122.891

17 8 3.773 0.419 227.512 25.266

18 9 2.683 161.785

19 10 6.708 404.492

AKIBAT "#$ % 60&3 KM


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(MERATA)

KETERANGAN


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KOMBINASI BEBAN ULTIMATE

BATANG

GAYA BATANG (K)

BEBAN MATI BEBAN 'IU! (GARIS) BEBAN 'I

TARIK (+) TEKAN (-) TARIK (+) TEKAN (-) TARIK (+)

A1 192.67 108.000

A2 481.675 243.000A3 578.01 270.000

A4 481.675 243.000

A5 192.67 108.000

B1 385.34 216.000 361.800

B2 578.01 324.000 542.700

B3 578.01 324.000 542.700

B4 385.34 216.000 361.800

1 560.09169 241.380 404.492

2 172.24698 96.660

3 258.56314 43.15808 181.170 60.480 227.5124 17.14763 155.09935 24.030 96.660 9.708

5 129.28157 129.28157 120.690 120.690 101.123

6 129.28157 129.28157 120.690 120.690 101.123

7 17.14763 155.09935 24.030 96.660 9.708

8 258.56314 43.15808 181.170 60.480 227.512

9 172.24698 96.660

10 560.09169 241.380 404.492


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! (MERATA) TOTAL

TEKAN (-) TARIK (+) TEKAN (-)

180.900 481.570

452.250 1176.925542.700 1390.710

452.250 1176.925

180.900 481.570

963.140

1444.710

1444.710

963.140

1205.964

161.785 430.692

25.266 667.245 128.904122.891 50.886 374.651

101.123 351.095 351.095

101.123 351.095 351.095

122.891 50.886 374.651

25.266 667.245 128.904

161.785 430.692

1205.964

tabel gaya rangka utama akibat beban

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