14.9 Using Rankine's earth pressures and neglecting the passive resistance, determine the safety factor with respect to sliding and overturning for the gravity retaining wall shown in Figure 14.23. The unit weight of the concrete 24 kN/m'. Take 8' as 6'. If the design requirement is that the eccentricity should be less than B/6, check whether this is satisfied. Find the soil pressures at the toe and the heel.

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A: As per guidlines we can solve one question at a time, please upload separately Thanks

Q: 2. Locate the centroid of the given plane. 6 in- 6 in. 3 in. 6 in. 6 in. 38 in. 16 in. Fig. P5.4…

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Q: Find the location of the centroid and moment of inertia with respect to centriodal axes

A: The location of the centroid =?Moment of inertia with respect to centroidal axes =?

Q: 2.19 The framework shown in Fig. 2-38 consists of bars AD, AC, BC, and BD pinned at A. B. C. and D.…

A: Decrease in distance between A and B isPL√2 *(√2+1)/(AE)Explanation:Step 1: Step 2:Step 3:Step 4:

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Q: Refer to Figure below. Point loads of magnitude 500 KN, 750 KN, 800 KN, and D00 KN act at A C. E,…

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Q: -30- 30 15 Dimensions in mm Fig. P9.23 x 9.23 For the plane region with a circular cutout, (a) find…

A: I hope this is helpful.

Q: . The axis of this motion is usually passes through the centroid of the body.

A: Ans: C Rotation

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Q: Topic: Centroid and Moment of Inertia

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Q: |10 F2 = 160 N F1 = 110 N 15 Fig. 3

A: magnitude = 229.3 Ndirection(θ) = 54.230   explanation is given below

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A:

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