-d(x) = 6 (1-2) 36" Figure 10.15 Tapered beam subjected to varying load. 100 lb/in 10.31. Find the deflection of the tap

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D X 6 1 2 36 Figure 10 15 Tapered Beam Subjected To Varying Load 100 Lb In 10 31 Find The Deflection Of The Tap 1 (45.53 KiB) Viewed 28 times

-d(x) = 6 (1-2) 36" Figure 10.15 Tapered beam subjected to varying load. 100 lb/in 10.31. Find the deflection of the tapered beam shown in Fig. 10.15 using the finite- difference method. The diameter of the beam, d(x), varies linearly along the length of the beam as d(x) = 6(1), while the intensity of the loading varies as p(x) = x lb/in. Use the following data: E = 30 x 106 psi and h = 9" (N = 4).