Answered: The 5m radius cylindrical gate shown is…

The 5m radius cylindrical gate shown is 8m long into the paper. If 0 = 60°, determine the location of the vertical and horizontal component of the hydrostatic force from O. B M A R 60%

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

See similar textbooks

Related questions

Q: A gallon of water weighs 8.34 pounds. The Stean family has a round, 12-foot diameter, above -ground…

A: Given data: A gallon of water weighs 8.34 pounds.

Q: On a map with a scale of 1 cm = 290 m, the measured length of a concrete fence is 0.33m. Determine…

Q: PROBLEM 1 For the truss shown in TOS-001, it is being analyzed using the influence line diagram. If…

A: “Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: Determine the force in each member of the loaded truss. The force is positive if in tension,…

Q: = 30 kN/m² and k = 1 is The unsupported vertical cut of the embankment if C = 40 kN/m². (A) 5.23 m…

A: Brief introduction : The given question is related with geotechnical engineering . In this question…

Q: There are two parallel pipes of 2 900 m each. The diameter of the first is 8" and that of the second…

Q: A simply supported wood beam of length L = 16 ft carries a concentrated load P at midspan, as shown.…

Q: determine all support and pin forces for the multi force member diagram shown.

A: Given: Support A is hinged and B is roller. We know that, Hinge support provides two reactions…

Q: A triangular channel carries a flow of 2.4 cumecs laid on a slope of 0.001 with n=0.012. If the…

A: Given data Discharge (Q) = 2.4 m3/sec Slope (S) = 0.001 Manning coefficient (n) = 0.012 Notch angle…

Q: Month Dates June 1-301 July 1-12 July 13-31 August 1-31 September 1-30 October 1-31 November 1-24…

Q: Question 1 R₁ 25 kN-m 1m 1 m 3 m 10 kN/m R₂ 2 m What is the maximum moment (KN-m) value from the…

A: Given data Find maximum moment

Q: Find 5 internal forces of the truss members. Estimate the value and the location of 3 external axial…

A: Truss is given as shown in the figure above and it has been asked in the question to determine the 5…

Q: 2. A survey line AB crosses a river obliquely. P and Q are two points selected on the line one at…

Q: 13.2 Repeat Problem 13.1 with the following: Wall dimensions: H = 6.5 m, x₁ = 0.3 m, x₂ = 0.6 m, x3…

Q: What is the degree of kinematic indeterminacy of the truss as shown in figure?

Q: The following figure shows a simple bracket made of structural steel with Young's modulus E = 200…

A: We will use the Finite Element method (FEM)to solve the given problem:- FEM is the numerical method…

Q: 4-5. The beam AB will fail if the maximum internal moment at D reaches 800 N m or the normal force…

A: Given data Internal moment at D (MD) = 800 Nm Normal force in BC (PBC) = 1500 N Find largest…

Q: A circular raft foundation of 20 m diameter and 1.6m thick is provided for a tank that applies a…

A: Given- Diameter of raft d=B=20 m, Thickness t=1.6 m, Bearing pressure q=110 kPa, Young modulus E=30…

Q: A crawler hoe having a 2-cy bucket and whose cost per hour is $115 (without operator) will excavate…

A: Given Maximum digging depth= 22 ft

Q: Determine the height water at 70F will rise due to capillary action in a clean, 1/4-in.-diameter…

A: Surface tension=0.00497lb/ft d=1/4 in d'=0.01in To find capillary rise

Q: A retaining wall, 4.5m high has a smooth vertical back. The back fill has a horizontal surface in…

Q: The hydrostatic stress for the state of stress represented by Oij given below is ΜΡα Vij = = 100 50…

Q: Compute the location of zero shear from support A.

A: Step 1 Draw Free Body diagram of the Given Beam By removing all support with Corresponding…

Q: 6.8 Refer to Figure P6.8. Using the procedure outlined in Section 6.8, determine the average stress…

A: The given figure is shown below:

Q: The beam shown below overhangs over support B and has an internal pin (hinge) at point C. A Due to…

A: Given: Required: Which one is true The rotation just to the left of C is the same as the rotation…

Q: A layer of soil has the following properties: void ratio = 0.44, effective diameter = 12 μm,…

Q: The delivered cost of a fixed bed carbon adsorption system with a capacity of 5000 acfm was $100,000…

A: Given data:- The given original capacity is, C1=$ 100,000 The given value of Q1=5000 The given…

Q: Compute the approximate area, in square meters, of a rectangular shaped tract of land whose sides…

Q: RA + кирт прем (N/m 5M зм 6 кл хаж 2MIRB

Q: Problem no. 2. Compute MD 1m 15 kN/m 4.2m B 5m 6m 3m 6 kN/m

A: Given: A simply supported beam Required: Moment diagram

Q: Q In a proposed reservoir, the areas containing within the contours are: Contour (in m) 90 2085 80…

Q: Compute and draw the Shear and Moment Diagram. Compute the maximum moment.

Q: Draw S.F.D and B.M.D

A: Answer Let us first calculate the reactions RA and RB Consider Moment equilibrium about A to…

Q: The absolute pressure of gas in the tank is 77.1 kPa. Determine the reading of a pressure gage on…

Q: INTRODUCTION TO ROUTE SURVEYING I. INTRODUCTION ROUTE SURVEYING USUALLY USED TO PLAN, DESIGN AND…

A: Any transportation facility requires field and office work to plan, design, and layout its routes.…

Q: Q5. Determine the pressures at points A, B and C. The containers are filled with water. 4 ft Air 2…

A: Given data in question Depths 2, 4 and 3 feet Fluid = water To find out Pressure at A, B and C

Q: given in Time 1-h Unit Hydrograph (h) 1.00 2.00 3.00 4.00 For the derived unit hydrograph, determine…

A: As per guidelines we need to answer only first 3 subparts of questions so please repost rest…

Q: e 390-kg drum has a center of mass at point G. The grip at B on member DAB sists both horizontal and…

A: Given:- mass=300kgTo find:-Ax,Ay,Nc,Nd

Q: Problem 1. Two tangents having an azimuth of 265° and 289° respectively intersect at station…

A: We have find new tangent distance, radius of the new curve and stationing of new PC. in this…

Q: A 0.60 m 18 N 3.4 m 27 NA

Q: Determine the member stresses in members AB, AC, AD, BC, and BD if the cross-sectional area for all…

Q: Determine the horizontal and vertical components of force at pins A and D. 2m 0.3 m

A: Given : Determine the horizontal and vertical component of force at pins A and D ?

Q: determine the reactions at the supports for the beam if the beam is statically determinate shown

Q: A simply supported beam carries a point load P(lb) at its midpoint. Determine the value of the…

A: Deflection of beam : In structural engineering, deflection refers to the displacement of a beam or…

Q: Solve the following and submit with the same format of this module, A4 size: 1. Determine the…

A: For W 10x 33 The radius of gyration, r = 1.94 in Gross area, Ag = 9.71 in2 For A992 steel Minimum…

Q: 1. A 10-cm-diameter siphon tube is used to empty the reservoir and discharge it into the air (Figure…

A: A tube of diameter 10 cm and length of 20m is used to empty a reservoir. Head loss from intake to…

Q: The drainage area of a watershed is 50 km². The - index is 0.5 cm/ hour and the base flow at the…

Q: determine the reactions at the supports for the beam if the beam is statically determinate shown.

Q: Calculate the maximum allowable load (in kN) that a nominal 300mm x 300 mm sawn lumber column, 3.0m…

A: Given:- Cross section of column 300mmX300mm Length of column L=3m…

Q: Problem 3-108 The section of a concrete dam is shown in the figure. Concrete weights 23.5 kN per…

A: γw = 9790Nm3γC = 23.5KNm3μ = .55 To determine - Factor of safety against sliding and…

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

Comlete solution. Need ASAP. Thank you.

The 5m radius cylindrical gate shown is 8m long into the paper. If 0 = 60°, determine
the location of the vertical and horizontal component of the hydrostatic force from O.
B
60
R

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Calculate the resultant of the hydrostatic forces on the gate as shown below. What vertical force P is necessary to lift the gate at point A? Width of gate is 1.60m.
The 600-Ib, 20ft-wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45° with the horizontal. The gate is to be opened from its lower edge by applying a normal force P at its center. A. Determine the magnitude if the hydrostatic force acting on the gate using the hydrostatic panel equations. Express your answer in kips.
The rectangular gate has dimensions: h=.8m; b=2.4m;c=0.4m;weighs 2 tons. It slides on a plane of inclination θ=70° and serves to plug the conduit of a dam. Considering that the coefficient of friction is 0.35. Determine the magnitude of the tension T needed to move the gate when the water level reaches the elevation of 62 m.
A sector gate of radius 3 m and length 4 m retains water as shown in thefigure below. Determine the magnitude and direction of the resultant force dueto the water acting on the gate
The 600-lb, 20ft-wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45° with the horizontal. The gate is to be opened from its lower edge by applying a normal force P at its center. A. Determine the magnitude of the hydrostatic force acting on the gate using the HYDROSTATIC PANEL EQUATIONS. Express your answer in kips. B. Determine the minimum force P required to open the seawater gate. Express your answer in kips.
Please determine: a.)the head loss for the bend b.) the magnitudes and directions of the forces anchoring the pipe bend in place, Rx and Ry
3.) For the given couple-force system shown, determine the horizontal component of Q. P= 335 KN Q= 44 KN R=74 KN-m Z=263 KN
please answer with a neat solution and provide all answersA curved surface is formed as a quarter of a circular cylinder with R = 0.75 m as shown. The surface is w = 3.55 m wide. Water stands to the right of the curved surface to depth H = 0.60 m.Determine the magnitude and direction of the horizontal component of the hydrostatic force (in N) acting on the gate. Indicate the direction by putting an R for right and L for left after your numerical answer.Determine the vertical component of the hydrostatic force (in N) acting on the gate, indicate the direction by putting an U for upward and D for downward after your numerical answerDetermine the magnitude (in N) of the hydrostatic force acting on the gateWhat angle (in degrees) does the hydrostatic force F make with horizontal?
A sector-shaped sluice gate having a radius of curvature of 5.4 m is as shown. The center of curvature C is 0.9m vertically below the lower edge A of the gate about which the gate is constructed to turn. If the water level is 2.4m above the lower edge of the gate, determine the magnitude of the total force (in kN) acting on the gate using the General Solution.
Determine support reaction at B . Given P=100 Kn L=10 m
A rectangular plate, 1m wide by 2.4m long is vertically submerged in the water. The shorter edge 2m below and parallel to the water surface. Evaluate how far in meters below the centroid of the plate is the resultant horizontal force acting each side of it.
Determine support reaction. Given a=5 m b=10 m P=30 KN