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Sep 05, 2016 · Q.4 (i) 1.5 × 104 V/m, 4.5 × 104 V/m, (ii) 75 V, 225 V, (iii) 8 × 10–7 C/m2 V 1 / n 1 1 Q.5 2µA Q.6 W = C0 V02 1− Q.7 C = C0 0 −1 = 0.01078 µF, n = 20 2 K V 2 C1C 2 C 3 V C1 V(C 2 +C3 ...
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5.4 m. A projectile is shot from the edge of a vertical cliff 60.0 m above the ocean. It has a speed of ... In Figure 6-1, the block of mass m is at rest on an inclined plane that makes an angle θ with ... W1 =W2. A truck has four times the mass of a car and is moving with twice the speed of the car. If Kt

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  • Consider the free -body-diagram of the members For the Pulley: For Bar ABC 2698 0 (2.5) (2.5) 0 (2.5) (5) 0 0 − − + = − − = − = = x x y y y y B C A C B C C N C N y x 981 981 = = 0 0 = = ∑ ∑ y x F F B N A N B N x y y 1717 981 1962 = =− = 0 0 0 = = = ∑ ∑ ∑ x B A F M M o x y x B B B N tan 48.81 1962 1717 2607 1 2 = = + = θ −
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Mar 30, 2018 · 1 Answer to Consider the beam shown in (Figure 1). Suppose that w_1 = 340 N/m, w_2 = 170 N/m. Follow the sign convention Determine the internal normal force at point C. Express your answer to three significant figures and include the appropriate units.

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The composite A-36 steel bar shown in Fig. 4–6a is made from two segments, AB and BD, having cross-sectional areas of A AB 600 mm2 and A BD 1200 mm2. Determine the vertical displacement of end A and the displacement of B relative to C. 20 kN 20 kN 75 kN 75 kN = 75 kN 75 kN P AB P BC = 35 kN P CD = 45 kN (b) 40 kN 40 kN 20 kN 40 kN 40 kN 75 kN ...

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26 Full PDFs related to this paper. READ PAPER. Engineering Mechanics 1 Solutions to Supplementary Problems

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Description: A gate 4.00 m wide and 2.00 m high weighs w. Its center of gravity is at its center, and it is hinged at A and B. To relieve the strain on the top hinge, a wire CD is connected as shown in . The tension in CD is increased until the horizontal... A gate 4.00 wide and 2.00 high weighs 745 .

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