L Mateman Google X Google x C Home canva com design DAGQ f1GS1Y D5VGIwtH97TXku1t10S70w edit X Copy of 04 ITERA Matematika Rekayasa dan Metode Num Animate 5 05 Position LATIHAN 8 18 Figure P8 18a shows a uniform beam subject to a linearly in creasing distributed load The equation for the resulting elastic curve is see Fig P8 18b y 120EIL x 212 2 x P8 18 Use bisection to determine the point of maximum deflection that is the value of x where dy dx 0 Then substitute this value into Eq P8 18 to determine the value of the maximum deflection Use the following parameter values in your computation L 600 cm E 50 000 kN em 30 000 cm and wo 2 5 kN em Newton Rhapson dan Bisection 27 C Partly sunny Search Try Pro for 30 days x Ly 0 Ix 0 y 0 ill Reza Asriandi Reza Asriandi DIMAS BAGASKARA Didavi Kuriawan rb 123210080 h rb 123210080 hafi ab RB 123210054 RB 123210054 Abdull T Tekad Sampurna Hardi RB 052 Muhammad A 09 28 17 09 2024