In Exercises 13–18, use an inverse matrix to solve the system of linear equations.
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- rmine the immediate settlement for points A and B shown in figure below knowing that Aq,-200kN/m², E-20000kN/m², u=0.5, Depth of foundation (DF-0), thickness of layer below footing (H)=20m. 4m B 2m 2m A 2m + 2m 4marrow_forwardSolve this pleasearrow_forward5.10. Discuss the continuity of the function f(z) = at the points 1, -1, i, and -i. 之一 21 3, |2 = 1arrow_forward
- enter | Infinite Camp ilc 8.3 End-of-Unit Assessment, Op x Pride is the Devil - Google Drive x + 2 sdphiladelphia.ilclassroom.com/assignments/7FQ5923/lesson?card=806642 3 Problem 2 A successful music app tracked the number of song downloads each day for a month for 4 music artists, represented by lines l, j, m, and d over the course of a month. Which line represents an artist whose downloads remained constant over the month? Select the correct choice. = Sidebar Tools M 45 song downloads days d 1 2 3 4 5 6 7 8 00 8 m l RA 9 > КУ Fullscreen G Save & Exit De ☆arrow_forwardQ/Determine the set of points at which - f(z) = 622 2≥ - 4i/z12 i and differentiable analytice is:arrow_forwardsy = f(x) + + + + + + + + + X 3 4 5 7 8 9 The function of shown in the figure is continuous on the closed interval [0, 9] and differentiable on the open interval (0, 9). Which of the following points satisfies conclusions of both the Intermediate Value Theorem and the Mean Value Theorem for f on the closed interval [0, 9] ? (A A B B C Darrow_forward
- = Q6 What will be the allowable bearing capacity of sand having p = 37° and ydry 19 kN/m³ for (i) 1.5 m strip foundation (ii) 1.5 m x 1.5 m square footing and (iii)1.5m x 2m rectangular footing. The footings are placed at a depth of 1.5 m below ground level. Assume F, = 2.5. Use Terzaghi's equations. 0 Ne Na Ny 35 57.8 41.4 42.4 40 95.7 81.3 100.4arrow_forwardQ1 The SPT records versus depth are given in table below. Find qan for the raft 12% foundation with BxB-10x10m and depth of raft D-2m, the allowable settlement is 50mm. Elevation, m 0.5 2 2 6.5 9.5 13 18 25 No.of blows, N 11 15 29 32 30 44 0 estigate shear 12%arrow_forward2arrow_forward
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