sambungan
TRANSCRIPT
![Page 1: Sambungan](https://reader035.vdokumen.com/reader035/viewer/2022081813/563db7e4550346aa9a8eef01/html5/thumbnails/1.jpg)
Coba Xo = 30.91777
Baut xi yi di di/dmaks Fi (xi/di)*Fi1 80.91777 68 105.69619 1 64105.01007557 49076.832832 -19.08223 68 70.626705 0.6682048 61518.3197092629 -16621.28683 80.91777 0 80.91777 0.7655694 62606.7660843348 62606.766084 -19.08223 0 19.08223 0.1805385 42545.5660918287 -42545.56615 80.91777 -68 105.69619 1 64105.01007557 49076.832836 -19.08223 -68 70.626705 0.6682048 61518.3197092629 -16621.28687 0 0 0 #DIV/0!8 0 0 0 #DIV/0!
84972.2920184972.31158
∑ (xi/di)*Ri(∑ Ri . di)/(e + xo)
![Page 2: Sambungan](https://reader035.vdokumen.com/reader035/viewer/2022081813/563db7e4550346aa9a8eef01/html5/thumbnails/2.jpg)
Rult = 87084 jarak e = 300Fi . di
6775655.6043 504344836.2368 -505065999.8985 50811864.27764 -50 e = 2.7182818 (epsilon)6775655.6043 504344836.2368 -50
00
28118847.858
![Page 3: Sambungan](https://reader035.vdokumen.com/reader035/viewer/2022081813/563db7e4550346aa9a8eef01/html5/thumbnails/3.jpg)
Coba Xo = 20.772597
Baut xi yi di di/dmaks Fi (xi/di)*Fi1 70.772597 90 114.4935 1 38277.5016755491 23660.717072 -29.2274 90 94.626852 0.8264823 37689.4742009522 -11641.15083 70.772597 30 76.868462 0.6713784 36757.8946653631 33842.899814 -29.2274 30 41.883661 0.365817 32345.7252429993 -22571.60715 70.772597 -30 76.868462 0.6713784 36757.8946653631 33842.899816 -29.2274 -30 41.883661 0.365817 32345.7252429993 -22571.60717 70.772597 -90 114.4935 1 38277.5016755491 23660.717078 -29.2274 -90 94.626852 0.8264823 37689.4742009522 -11641.1508
(a) 46581.71797(b) 46581.7194
∑ (xi/di)*Fi(∑ Fi . di)/(e + xo)
![Page 4: Sambungan](https://reader035.vdokumen.com/reader035/viewer/2022081813/563db7e4550346aa9a8eef01/html5/thumbnails/4.jpg)
Rult = 51998.4 jarak e = 500Fi . di
4382524.9615 503566436.2905 -502825522.8379 501354757.4014 -50 e = 2.7182818 (epsilon)2825522.8379 501354757.4014 -504382524.9615 503566436.2905 -5024258482.983
![Page 5: Sambungan](https://reader035.vdokumen.com/reader035/viewer/2022081813/563db7e4550346aa9a8eef01/html5/thumbnails/5.jpg)
Coba Xo = 20.772597
Baut xi yi di di/dmaks Fi (xi/di)*Fi1 70.772597 90 114.4935 1 38277.5016755491 23660.717072 -29.2274 90 94.626852 0.8264823 37689.4742009522 -11641.15083 70.772597 30 76.868462 0.6713784 36757.8946653631 33842.899814 -29.2274 30 41.883661 0.365817 32345.7252429993 -22571.60715 0 0 0 #DIV/0!6 0 0 0 #DIV/0!7 0 0 0 #DIV/0!8 0 0 0 #DIV/0!
(a) 23290.85899(b) 23290.8597
∑ (xi/di)*Fi(∑ Fi . di)/(e + xo)
![Page 6: Sambungan](https://reader035.vdokumen.com/reader035/viewer/2022081813/563db7e4550346aa9a8eef01/html5/thumbnails/6.jpg)
Rult = 51998.4 jarak e = 500Fi . di
4382524.9615 503566436.2905 -502825522.8379 501354757.4014 -50 e = 2.7182818 (epsilon)
0000
12129241.491