Please solve Calculate the total force (thrust) on the side of a 4.5 m wide tankfilled to 5.6 m depth with sea water with a specific gravity (SG) of1.025.If 1.25 m deep layer of oil, with a SG of 0.85, is added to the sametank then calculate the pressure at the bottom of the tank.

Answered: Image /qna-images/answer/d47ab60a-bebb-437d-86e8-3199f0537dc4.jpg

Calculate the total force (thrust) on the side of a filled to 5.6 m depth with sea water with a specif 1.025. If 1.25 m deep layer of oil, with a SG of 0.85, is a tank then calculate the pressure at the bottom of

Calculate the total force (thrust) on the side of a filled to 5.6 m depth with sea water with a specif 1.025. If 1.25 m deep layer of oil, with a SG of 0.85, is a tank then calculate the pressure at the bottom of

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: ! Required information Consider the beam and loading shown. Take d= 1.34 in. Use E= 29 x 106 psi.…

A: E = 29 × 106 psi Determine the deflection at point B. Let's solve using macaulay method.

Q: The water depth and discharge in a 3-m wide rectangular channel are 0.15 m and 2.25 m³/s. What is…

A: Rectangular channelWidth of the channel (B) = 3m Depth of flow (y1) = 0.15 m Discharge (Q) = 2.25…

Q: why is delta B=delta C=0.015 and not 0.15.

Q: Applying the (AMM) Area Moment Method Approach. Consider 150 mm x 200 mm section and E = 80 GPa.…

Q: Explain a Contact Curve?

A: A contact curve is a mathematical concept that describes the set of points where two curves in a…

Q: What are the possible pavement recommendation

A: Pavements are important for providing safe, durable, and efficient surfaces for transportation and…

Q: 1- Water with a total head of H= 10 m flows freely from a reservoir into a concrete trapezoidal…

A: Water with a total head of different longitudinal slopes of,The channel was designed using the most…

Q: Vater flows out of the reducing elbow at 0.5 ft³/s Figure 1). The pipe and elbow and the water…

Q: Example 1: Given the water demand in an area is 710 gal/min, the local allowable maximum flow…

A: Given data,water demand in an area is 710 gal/minallowable maximum flow velocity is specified to be…

Q: Following Newmark's method, calculate average stresses at the bottom and the top of the clay…

A: q= 100Kn/m2unit weight of clay = 18.5 kN/m3w=22%

Q: Determine the displacement ad rotation at start and end point of the beam 6 kN/m 2 m 2 m 6 kN/m B 2…

Q: a) Determine the force in member BG of the truss. b) Determine the force in member CD of the…

Q: A For the given loaded beam shown and its cross section: 25 kN • m B m Im C 10 kN/m 3 m D -2m- E…

A: A beam is given we need to find out the (a) The maximum tensile bending stress in the beam.(b) The…

Q: 2 kN 1.5 m 1.5 m -3 m- -1.5 m- 4 kN F -3m- -3 m- 2 kN -1.5 m- D

Q: Top HO Front Right Draw an isometric based on the Front, Right, and Top Views.

A: Top, front and right views are given, we need to draw isometric view

Q: A bearing plate is to be designed for a W21x62, A36 steel beam that will sit on a reinforced…

A: The steel section used as bearing plate = W2162The yield strength of steel (fy) = 345 MPaThe…

Q: P8.2 A copper wire of diameter d = 2 mm is coiled around a spool of radius r. The elastic modulus of…

A: Given data,diameter of coil (d) = 2 mmelastic modulus of copper (E) = 117 GPa Yield strength = 310…

Q: The steel frame supports the loading shown. Determine the horizontal and vertical components of…

Q: 1. The radial flow pump produces 0.8 m of frictional head losses within the pump. If 3.10 m of head…

A: Input head = 3.10mOutput head = 0.8mTo find:The pump efficiency

Q: 3. The shape of the drainage basin can be approximated by a polygon, whose vertices are located at…

Q: Part C Determine the maximum in-plane shear stress and average normal stress. Enter your answers in…

Q: Determine the displacement ad rotation at start and end point of the beam 6 kN/m 2m 2m 6 kN/m 2 m

Q: Design of Beam Columns A column is subject to the following factored load moments: Mux = 320kip. ft.…

A: The compression strength means the material or structure's ability to resist loads that tend to…

Q: What do the moment diagrams look like for the real and reductent free body diagrams.

A: ALL DATA taken from given question RA=27.748 KNRc=17.252KNMA=38.244 KN

Q: A centrifugal pump is to operate at 250 cfs, H₂ = 400 ft, Dp = 36 inches, N= 870 rpm. A model test…

A: Qp = 250 cfsHp = 400 ftDp = 36 in N = 870 rpm Qm = 5 cfs

Q: Flexible Pavement Design Assume the thickness of Base Course and Sub Base Course. Compute the SN of…

Q: Consider (Figure 1). Block A weighs 50 lb and the platform weighs 18 lb. Figure 1 of 1 > Part A If P…

A: Weight of block A, Weight of platform, Load, To find: Normal force exerted by block A on B.

Q: 4-37. Draw the shear and moment diagrams for the beam. A -3 m 6 kN/m 6 kN 1.5 m 1.5 m Prob. 4-37 B

Q: Obtain the moment-curvature relationship of given cross- section through the points of cracking of…

Q: For the A992 steel column W14x90 shown a) Determine if local buckling governs. b) Determine the LRFD…

Q: Q5) A gate having the cross-section shown in Figure closes an opening 1.50 m wide and 1.25 m high in…

A: The vertical depth of gate ABC, h = 1.25mThe depth of the topmost point of the gate from the water…

Q: Question: The Thermiston production plant's equipment operates two shafts for eight hours and…

A: Two shafts for eight hours and produces 100,000 pieces per dayThe design time for producing a…

Q: The drill is jammed in the wall and is subjected to the torque and force shown in 20 N-m 125 mm σA =…

A: A drill is subjected to torque, we need to find out the normal stress and transverse stress at point…

Q: An 8.50 m high retaining wall is built to support a sandy silt with a volumetric weight of 1850…

A: height of retaining wall=H=8.5mdensity=1850kg/m3angle of internal…

Q: Analyze the truss for reactions and axial forces and input the answers (2 decimal digits) to the…

A: A truss is given we need to find out the reactions and member force

Q: For shown single angle, neglecting block shear strength: The shear lag coefficient is The governing…

A: Since the bolt diameter/hole diameter is not mentioned, & grade of steel is not mentioned or…

Q: L - 25 in. - 25 kips For the beam and loading shown, determine:. 5. The shearing stress at point a (…

Q: Name two types of projects, where you would use Standard compaction effort a) city streets and…

A: Standard compaction effort used in various types of projects and it is the level of compaction or…

Q: (2) Draw the influence lines for (a) the vertical reaction at B, and (b) the moment at E. Assume the…

A: The continuous beam with an internal hinge is shown in the above figure. We have to find out the…

Q: H.W.10: The beam shown below is loaded by service dead load of 45 kN/m and service live load of 25…

A: Service dead load = 45 KN/m Service live load = 25 KN/m fc' = 24 MPa fy = 420 MPa Design the beam…

Q: A reinforced-earth retaining wall is to be 10 m high. The following data are given: 1.25 m;…

A: Given data,H=10m

Q: Question: A pile with a diameter of 0.4 m and length of 30 m is driven into the soil ground. Find…

Q: Design the curve, of An equal tangent vertical curve is to be constructed between grades of -2.0%…

A: Initial Grade = -2.0%Final Grade = +1.0%PVI1 (Point of Vertical Intersection 1): Station 11+000.000,…

Q: For linear stress variation over the base of the dam of the figure, find where the resultant crosses…

Q: A plate has 0.25 wt% initial carbon concentration and is at 950C. The surface is then exposed t…

A: Given data,C0=Initial carbon concentration=0.25wt% at 9500CCS=suface exposed carbon maintained at…

Q: 11-12. The rapid sand filter being designed for Laramie has the characteristics shown below. Using…

Q: Draw the relationship between soil buffering capacity for a highly buffered soil vs. poorly buffered…

A: Soil buffering capacity is defined as the soil’s ability to maintain a relatively stable pH despite…

Q: X₁ = 22.79+ |X₂= 60-x₁ 37-21 Z am AV 22-79 X) 37.21 1X ₂ 50 kN/m 60 o 3 15m BY B BH LOWEST POINT…

Q: Consider the element in with Tay = 30 MPa. 80 MPa Part A Txy

Q: h * 中 A B t e F с * Compute vertical displacement at using Castigliano's theorem с

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Please solve

Calculate the total force (thrust) on the side of a 4.5 m wide tank
filled to 5.6 m depth with sea water with a specific gravity (SG) of
1.025.
If 1.25 m deep layer of oil, with a SG of 0.85, is added to the same
tank then calculate the pressure at the bottom of the tank.

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: Determine the total force and pressure at the bottom of the tank

VIEW

Step 2: Determine the total force and pressure at the bottom of the tank

VIEW

Solution

VIEW

Step by step

Solved in 3 steps with 3 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

A closed cylindrical tank with 0.60 m diameter and 1.0 m height is fully-filled with water. The tank is rotated at 200 rpm. What is the pressure (kPa) at the circumference of the top base? If the tank is subject to an initial pressure of 15 kPa, what is the pressure at the circumference of the bottom base?
A 1 x 1 x 1 meter tank is 50% filled with oil (sp. gr. = 0.82) and the remaining is water. When it is translated vertically upward at 5.10 m/s2, the pressure at the bottom is:
The internal pressure of a cylindrical tank is given as 1150 KPa. If the allowable strength at the longitudinal joint is 500 KN/m while the allowable strength at the girth joint is 240 KN/m, determine the maximum diameter of the cylinder tank.
A 2.10 m diameter closed cylinder, 2.75 m high is completely filled with oil having sp. gr. Of 0.8 under a pressure of 5 kg/cm^2 at the top. Compute the pressure force exerted by oil on the side of the tank in kg.
an open tank of oil contains 5.0 m of oil. (specific weight= 8 kN/cu.m). find the pressure at the interface and at the bottom of the tank.
An open tank contains 4.7 m of water covered with 3.1 m of kerosene (spec. weight = 8.4 (kN/m3). Find the pressure at bottom of the tank in kPa. Round your answer to 2 decimal places
An open tank 3.2m wide by 4.7m long is filled to a depth of 5.7 m with a liquid whose specific gravity is 0.83. What is the absolute pressure on the bottom of the tank in kilopascals(kpa)? Answer in detailed solution thanks
Situation 5 : Rotating Vessels A closed cylinder 1.0 m Ø and 2.0 m high contains water 1.5 m deep, the remaining air space being under a pressure of 120 kPa. 1. Compute the pressure at the center of the bottom if w = 12 rad/s. (126 kPa) 2. Compute the pressure at the circumference of the bottom. (144 kPa) 3. What will just zero the depth of water at the center. (17.9 rad/s) 4. How much area of the bottom is not covered with water if = 20 rad/s? (0.042 m²)
Water flows at a rate of 120 L/s in a 30 cm diameter horizontal pipe connected to a 20 cm diameter pipe through a vertical reducer bend. The change in water direction of the reducing bend is 120o. The vertical distance between the entrance and outlet of the bend is 1.5 m and the pressure at its entrance is 70KPa. The total weight of the bend material and water contained in it is 90 kg. Sketch the forces involve in the pipe flow analysis
A vertical cylindrical tank has a diameter of 1 meter and is 2 meters high. It is closed at the top and the air above the water surface has a pressure of 51 kPa. It contains water to a depth of 1.5 m. When the tank is rotated about its vertical axis at the rate of 114 rpm, determine the pressure (in kPa) at the bottom of the tank along its periphery.
A type of oil [SG = 0.85 , visco = 211cP] is pumped at a rate of 86 ft^3/hr from an open reservoir to the bottom of another open tank. The liquid level in the reservoir and the bottom of the discharge tank are vertically 17 feet apart. Friction losses in the pipe total to 7.5% of the elevation head. If the goal is to keep the level of liquid in the discharge tank at a constant 4.5 feet, calculate the theoretical power requirement of the process in ft lbf /s. If the pump has an efficiency of 65 %, calculate the actual power requirement.
A 2m X 2m tank with vertical sides contains oil of density 900kg/m^3 to a depth of 0.8m floating on 1.2m depth of water. Calculate the total thrust and its location on one side of the tank.