cture.com18 kPa0.5 m8Ysat =19 kN/m?, = 25°6.3 mBackfillDrainage blanket1.0 mY = 23.5 kN/m30.9 m18 m +3 m1) Determine the location of the resultant active force from the toe in m.2) Calculate the total overturning moment in kN-m.3) Determine the total righting moment in kN-m.4) Calculate the Factor of Safety against overturning in kN-m.

Active Earth Pressure (Ka) 3. Passive Earth Pressure (Kp) (Passive is more like a resistance) Earth…

Answered: 9, = 18 kPa 0.5 m 80 Ysat =19 kN/m? %3D…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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5. A 13-m-high, 7-m-wide rectangular plate blocks the end of a 12m-deep freshwater channel, as shown in the figure. The plate is hinged about a horizontal axis along its upper edge through a point A and is restrained from opening by a fixed ridge at point B. Determine the force exerted on the plate by the ridge. I'm 12 m
1. Will Mb increase or decrease. Explain why. 2. Solve Mb using THREE-MOMENT EQUATION. 3. Determine the settlement in beam, such that Mc^(intermediate) and draw the shear and bending moment diagrams with Mc=0. 5 m + Ap - 100 mm down ward = t settle ment ie = 2 expect 2 equations ET = Gonstant %3D 20 KN/m M, = ? %3D
The section of a concrete gravity dam is shown in the figure. The depth of the water at the upstream side (y) is 6.4 m. Neglect hydrostatic uplift and use unit weight of concrete equal to 22.6 kN/m3. The coefficient of friction between the base of the dam and the foundation is 0.6. Determine the factor of safety against overturning.
Using Slope Deflection Method for and all reactions at support. Use l = 1/12 b(h³) and E = 2.10x107 KPa Figure 04, determine MAB, MBA, MBc, MCB, McD, MDc 1381 KN 1381 KN/m 690.5 KN/m 5.15m 3.36m 3.82m 3.82m 8.28m b1= 0.45m b2= 0.35m b3= 0.40m h1= 0.55m h2= 0.60m h3= 0.65m
8 m. Water 6 m. KVAVÁYA -5 m. A concrete dam retaining water is shown. If the specific weight of the concrete is 24 kN/m3, determine the following: (assume there is no hydrostatic uplift below the dam) Determine the factor of safety against overturning. 4.440 c. 6.433 la. b 6.334 d. 4.044 O B O None of the above
DETERMINE THE MAGNITUDE AND LOCATION OF THE ACTIVE AND PASSIVE THRUST. IF THE WATER TABLE ALONG THE ACTIVE SIDE IS LOCATED AT 3 M FROM THE BASED OF THE FOOTING.
Two blocks are joined by an inextensible cable with a force P- 1,500 N applied to block B as shown. If the system is released from rest, determine the velocity of block A after it has moved 3 m giving that mA - 100 kg, ma-200 kg and the kinetie friction coefficient is 0.30. Conservalion f Serga
A rectangular dam has a height and width of 25 m and 15 m, respectively. The depth of water on one side of the dam is 20 m, and the coefficient of friction between the dam and the foundation is 0.8. Neglect the effect of hydrostatic uplift. 1. Determine the hydrostatic force on one side of the dam considering 1-meter strip. 2. Calculate the factor of safety against sliding if the specific gravity of the dam is 2.31 3. Evaluate the factor of safety against overturning. Note: Answer the situations with complete solutions. Write your final answer in two decimal places. Please use the correct unit and box the final answer Thank you
1. Determine the deflection at B.2. Determine the deflection at C.3. Determine the slope at C.
For the simply supported beam carrying the concentrated load P = 171 N at its midspan, determine the magnitude of the maximum slope angle of the beam (in degrees) if d = 1.79 m, E = 10.23 GPa , and I =1619497mm4.
A triangular dam has a vertical upstream face 30 m high from the horizontal base. The depth of water is 27 m on the vertical face, the concrete weighs 23.5 kN/m³. 2), Determine the minimum width of the base such that the resultant force falls within the middle thirds, neglecting hydrostatic uplift. 22. Minimum coefficient of friction to prevent sliding. 23 Dtermine the shearing stress (simple) at the depth of 10 m above the horizontal base.

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