Internal pressure and axial tensile force areapplied to an open cylindrical tank 605 mm indiameter and 3.02 mm thick, resulting in thefinal stresses illustrated in the Mohr's circle.If a = 40.10 MPa, b = 100.06 MPa, and c =45.05 MPa.1. Determine the kPa value of the internalpressure.2. What is the axial force's magnitude in kN?ab

Given figure shows the Mohr circle of a stressed element with major principle stress of 100.06Mpa…

Answered: . Determine the kPa value of the…

Engineering

Civil Engineering

. Determine the kPa value of the internal ressure. . What is the axial force's magnitude in kN?

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter10: Stresses In A Soil Mass

Section: Chapter Questions

Problem 10.12P: Refer to Figure 10.43. A strip load of q = 1450 lb/ft2 is applied over a width with B = 48 ft....

See similar textbooks

Related questions

Q: . Determine the shear and moment in the floor girder as a function of x. 2. Draw the shear and…

Q: Gate 16 in. 12 in. turpentine (54.2 pef) (a) Determine the magnitude (in Ibs) and direction (R or L)…

Q: Problem 3 Determine the increase in vertical stress at a depth of 2m in the soil below point A due…

A: given data used below as shown in figure at depth 2m,dead load 100kN/m2

Q: 1. See figure below and solve for the maximum value of torque the composite shaft can accommodate…

A: Given data in question Diameter Bronze Steel core Maximum shear stresses in steel and bronze

Q: A plane motion of a particle is described in polar coordinates as R = 0.75 + 0.5t² (m) and 0 = nt²…

A: step 1-

Q: 70° 70° F2 F1 5m 2m A column of 5m height is subject to 2 forces, F1 = 83N and F2 = 50N as %3D %3D…

A: Resolve the forces F1 and F2 in horizontal direction. Then using the definition of bending moment…

Q: Given the following open traverse, the bearing angle of line AB is N 63°12'55" E, and the interior…

Q: L E 20° K 20° AK = KJ = JI = IH = HG = 2.7 m Answers: EH = L

Q: A soil has percentage air voids of the order of 30%. It has a porosity of 0.4. The air content of…

Q: A completely mixed batch reactor: Group of answer choices 1.Has no inlet and outlet 2.Has bo

A: Batch reactor: A CSTR's behaviour is frequently modelled or approximated by that of an ideal CSTR,…

Q: Determine the forces F3, F24 & F34 0of the truss using method of sections. 3m 28KN 25kN/ 28KN/ 36KN…

Q: 5. Beams will be designed for the roof and floor systems of an office building. The loads for these…

A: Design Load combination (LRFD) :-1.2DL + 1.6LL + 0.8WL & 0.9 DL + 1.6WL Allowable load…

Q: Q-10: Prove that the scale ratio for discharge for a distorted model is given as %3D where =…

Q: Which one the following represents relative density of saturated sand deposit having moisture…

Q: From past experience, it is known that, on the average, 10% of welds performed by a particular…

A: p (probability of defective weld) = 10% = 0.1 q (probability of non defective weld) = 1 - 0.1 = 0.9

Q: The critical hydraulic gradient for a soil sample is equal to 1.01. If the specific gravity of the…

A: Given data, Critical hydraulic gradient Icr = 1.01 Specific gravity G = 2.67 To Find :- Void ratio e

Q: Compute the vertical distance of link AB from pin E for the given set up if the tension in link AB…

A: Given:- The tension in link AB = 1500 lb The magnitude of the weight at GF = 800 lb The ratio of…

Q: dimensional lumber. What is the angle of the roof? What is the height of the roof? If there is 8"…

A: Data given are: Pitch of the roof = 4/12=1/3 Span = 24 ft Overhang=8" We need to find out 1. Angle…

Q: (load) Trsmm |00 mm חחףך 125 mm F (load) 150 mm

A: I have determined the value of load P and mentioned complete calculation.

Q: For the truss shown below, find the ABSOLUTE value (in mm) of the unconstrained displacement. Given…

Q: A plane motion of a particle is described in polar coordinates as R = 0.75 + 0.5t2 (m) and θ=πt2/2…

A: When a particles moves on any general curved path in a plane at any instant of time its motion can…

Q: A beam AB 5 m long is supported at its ends A and B. Two point loads W, and W, are placed at C and…

Q: 100KM 80 KN 5OKHIM A A 2m 3m smC SOlve Suppoat reaet oA, RA =2 2. Rc 2

Q: Determine the shear and moment equations as a function of x; then draw the shear and moment…

Q: Find the work done Force=20 N displacement=0.33 m

A: The given question is related with mechanics . In this question we are provided with value of force…

Q: 3. A wooden log footbridge in a park is to span 14meters between centers of end supports. Two logs…

Q: D Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams. EI…

A: Given:- point load=12kip udl=3kip/ft To find:- The reactions at the supports A, B, and C

Q: Design tws slab system marked by red Color, live loal 3KN /m2, tile = 23 KN/m3, knewn that mortar :…

Q: 70 kN/m 30 kN/m 50 kN/m В D 1.5 m 5.5 m 2.0 m

Q: For the given truss: a. Use Method of joints to determine forces in NB, and MB b. Use Method of…

Q: The speed-density relationship for a particular road was found to be : u = 42.76 - 0.22 k, %3D where…

Q: A 181-lb block is resting on a rough horizontal surface for which the coefficient of friction is…

Q: A 1m x 1.5m cylindrical tank is full of oil with SG=0.92. Find the force acting at the bottom of the…

Q: Nd. A 18 m

Q: A projectile, launched at A with an initial velocity of 100 m/s at the angle theta = 71 degrees,…

A: Given Initial velocity= 100 m/s Angle = 71 degree

Q: The steel bar has the original dimensions shown in the figure. If it is subjected to an axial load…

Q: 2. A masonry terrace of 75mm thick concrete surface with 35mm thick cement tiles rest on 150mm x…

Q: If Line AB is due North, the following are the interior angles the polygon ABCDE? The following…

Q: L For the beam shown above with length L= 7 m with the applied uniformly distributed load of w = 14…

Q: A soil has percentage air voids of the order of 30%. It has a porosity of 0.4. The air content of…

Q: Draw a flow net for the weir shown in the Figure. Calculate the rate of seepage under the weir in…

A: We have to draw a flow net for the weir shown in the Figure. Calculate the rate of seepage under the…

Q: 2. For the system shown below, compute the maximum torque it can accommodate if a is 2000mm and b is…

Q: A centrifugal pump consists out of an impeller, diffuser and casing and is powered by 300 kW (shaft…

Q: kes in 1060 ft³/s of water through its turbine and discharges it to the atmosphere at 7 ft/s. The…

Q: The figure below shows the reinforced concrete beam AB of a tourist lookout at the free end. Its…

Q: You are designing a freeway as a passenger-car only facility, and with ideal roadway…

A: We will solve this question in step no. 2

Q: 7.22 Casing with an ID of 10.05 in. and a strength in tension of 450,000 lbf in the joints and…

A: Given Data Tension = 450000lbf in joints 629000lbf in the pipe body FOS = 1,4

Q: A force F is applied on the free end of a cantilever beam (Fig. 1). The geometry of the cross…

Q: tookN solve for the location & magnitude of the maximum bending moment. Your answer should look like…

A: w = 100KN/m

Q: Determine the load at the bottom of each of the columns shown below.

A: To check the given columns for risk of collapse. Given, Axial load (P) = 3000 kN Cross-section of…

Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

Internal pressure and axial tensile force are
applied to an open cylindrical tank 605 mm in
diameter and 3.02 mm thick, resulting in the
final stresses illustrated in the Mohr's circle.
If a = 40.10 MPa, b = 100.06 MPa, and c =
45.05 MPa.
1. Determine the kPa value of the internal
pressure.
2. What is the axial force's magnitude in kN?
a
b

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 3

VIEW

Step by step

Solved in 3 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

Two line loads q1 and q2 of infinite lengths are acting on top of an elastic medium, as shown in Figure P8.6. Find the vertical stress increase at A.
EB and FG are two planes inside a soil element ABCD as shown in Figure 10.50. Stress conditions on the two planes are Plane EB: EB = 25 kN/m2; EB = +10 kN/m2 Plane FG: FG = 10 kN/m2; FG = 5 kN/m2 (Note: Mohrs circle sign conventions for stresses are used above) Given ; = 25, determine: a. The maximum and minimum principal stresses b. The angle between the planes EB and FG c. The external stresses on planes AB and BC that would cause the above internal stresses on planes EB and FG
Refer to Figure 10.43. A strip load of q = 1450 lb/ft2 is applied over a width with B = 48 ft. Determine the increase in vertical stress at point A located z = 21 ft below the surface. Given x = 28.8 ft. Figure 10.43
From the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa) Properties: Beam width = 274 mmBeam height = 419 mmWLL = 8.86 kN/mWDL = 12.6 kN/mPu = 7 kNSpan of the beam = 8 mPrestressing force = 399 kNeccentricity = 127 mm
A cylindrical tank has a mean radius of 40 cm and thickness of 10 cm. It is subjected to an external pressure of 140 kg/cm2 and maximum internal pressure is 900 kg/cm2 . Determine the maximum internal tangential stress of the tank. A. 3,884.7 kg/cm2 C. 1.7684 kg/cm2 B. 4,623.6 kg/cm2 D. 2,947.5 kg/cm2
A cylindrical tank having a diameter of 2 meters and wall thicknessof 3 mm is filled with 2.4 meter deep of water. Unit weight of wateris 9.81 kN/m3.Calculate the maximum circumferential stress in the tank in MPa.Hint: Pressure = Unit weight of water x height of water.
calculate the variation of u at points a, b c and how how high should ground water table rise so that the effective stress at C is 111 kPa?
The uniform sign has a weight of 1500 lb and is supported by the pipe AB, which has an inner radius of 2.75 in. and an outer radius of 3.00 in. If the face of the sign is subjected to a uniform wind pressure of p = 150 lb>ft2, determine the state of stress at points C and D. Show the results on a differential volume element located at each of these points. Neglect the thickness of the sign, and assume that it is supported along the outside edge of the pipe.
From the given figure. Determine the total active lateral pressure at the interface in kPa.
The strength per meter of the longitudinal joint is 500 kN and 220 kN for the girth joint. If the internal pressure is 2 MPa, determine the maximum diameter of the thin-walled cylinder.
refer to the figure due to application of line load q1 and q2 . the vertical stress increase at point a is 42 kn/m2 determine the magnitude of q
Two horizontal plates are parallel to one another and separated by an oil film (SAE 10 oil at 20 deg C, Table A.4) that is 1.0 mm thick. The upper plate moves to the right at 2.0 m/s. The bottom plate moves to the right at 6.0 m/s. What is the shear stress in N/m2 of the oil on the upper plate? Is the shear stress on the upper plate directed to the right or to the left?