d. Total earth thrust (in kN per meter length of wall) Fa = e. Location of the total earth thrust from the base of wall (in meter) ya = Thank you please help answer it. Y=15 kN/m4'-28°c'-04mGWT.Yut 20 kN/m4'-33°AmThe above figure shows a concrete gravity retainingwall supporting two layers of soil.Answer the following questions (a, b, c, d, e, f, g &h).Note:1. Use Rankine's theory of active pressure.2. Complete solution with diagrams is required forPS2.3. In all the steps in your solution, round the answersto three decimal places. This is important so youranswer will match the answer key.

Answered: Image /qna-images/answer/62b694f4-59e4-4ff9-86d8-c02eef56720a.jpg

Answered: Y=15 kN/m -28° c'-0 4m G.WT. Yu 20 kN/m…

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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3m W.S 3 10 6m 6m 10 W.S Sm 6m 6m draln 1. A section of a gravity masonry dam is shown in the figure water is flush at the top of the dam upstream and 5m from the ground downstream. Assume hydrostatic uplift to vary uniformly from full hydrostatic pressure from the heel to zero at the drain density of water is 1000kg/m^3. The specific gravity of concrete is 2.4. Determine: a. The location of the resultant force b. Factor of safety against sliding if coefficient of friction is 0.75 c. Factor of safety against overturning d. Stress at the heel and the toe e. Unit horizontal shearing stress at the base f. Factor of safety against overturning neglecting uplift
A typical stainless steel cylindrical vessel is shown. The inside diameter of the tank is 48.0 in. and the wall thickness is 0.75 in. The tank is pressurized to 1.74 ksi. Determine the hoop stress in the wall of the tank. O 55.7 ksi O 40.8 ksi O 77.8 ksi O 59.6 ksi O 66.1 ksi
The gate shown is hinged through a point A and is restrained from opening by a fixed ridge at point B. For a gate width of 7 feet. Determine: a. the magnitude and direction of the hydrostatic force acting on the gate using the PRESSURE PRISM CONCEPT. Illustrate and label the pressure diagram/ prism as part of your solution. express your answer in klps. b. magnitude and direction of the force exerted on the plate by the ridge. Illustrate abd label the FBD of the force system. Express your answer in klps.
Given The uniformly loaded area shown below is built on the ground surface and carries a load of 160 kPa. D1-8 m D2 = 12 m D3 = 4 m D4-5 m D5 = 3 m D1 D3 D2 D5 A D4 Required Determine the vertical stress increment at a depth of 10 m below Point A. Provide answer in kN/m², to the nearest 100th.
A 60 cm Cl main pipe leads from a reservoir whose water surface is at Elev. 1590 m. Below the ground surface level, the main pipe is horizontally positioned at Elev. 1410 m. Assuming static condition, what is the stress in the pipewall if the wall thickness is 12.50 mm and the soil pressure is 520 kPa? a. 18.2 MPa O b. 20.5 MPa O . 28.7 MPa O d. 32.6 MPa
An embankment load on a silty clay soil layer as shown below. Determine the stress increase under the embankment at points A and B that are loaded at a depth of 6 m below the ground surface. 5 m 1H:2V, 1H:2V 1H:1V 8 m Y=18 kN/m Y=18 kN/m3 6 m A Cs Scanned with CamScanner B. -..
A. A concrete dam retaining water is show in the figure. If the specific weight of concrete is 23.5 KN/m^3. What is the total hydrostatic force? Find the resultant force. Find the factor of the safety against sliding if the coefficient of friction is 0.50. What is the factor of safety against overturning? Find the location of the resultant. Find the maximum intensity pressure. Determine the minimum intensity pressure.
Consider the beam shown in the figure. a. Determine the Maximum Tensile Flexural Stress. b. Determine the Maximum Vertical Shear Stress. 20KN/m ↓ ↓ ↓ 2M ↑ Com 200mm 200m ↓ 기 200mm 2m ] [ 20AM
A vertical rectangular gate 1.7 m wide and 3 m high is submerged in oil bottom edge surface. Determine the following: (s=0.80) with below its oil submerged 2.3 the m a. Total hydrostatic force acting on one side of the gate. b. Location of the said force from the liquid surface.
An open top standpipe as shown has a radius r= 2.2m and 20 mm wall thickness. Determine the height ? (?? ??????)of the water that will result to a circumferential stress of 24MPa in the wall of the standpipe. NOTE: The specific weightof water is 9.81???3. Remember, pressure is equals to the product of specific weight and height. Use 2 decimal places.
A hollow circular tube is subjected to a tension force of 30 KN, a tensile stress of 20 MPa was recorded.lf the outer diameter of the tube is 100 mm, the inner diameter will be eqaual to. a. 93.95 mm O b. 89.95 mm C. 85.95 mm o d. 91.95 mm
The gate AB shown in figure is hinged at A and kept closed by a force P at B. Compute for the Hydrostatic Force acting on the side of the gate AB. (Given: p = -18.46 kPa, OIL SG = 0.8)

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Y=15 kN/m -28° c'-0 4m G.WT. Yu 20 kN/m 4-33° 4m IT