Three cylinders are piled in a rectangular ditch as shown in the Figure 2neglecting friction. Wa= 15 Ib, Wb=40 lb and Wc=20 Ib. Determine thereaction between cylinder A and cylinder B. *RcWeRbBWbAhWaAvFIGURE 218103 lbO None of the AboveO 101 IbО 102 IbO 100 Ib

Answered: Image /qna-images/answer/027669d9-5f25-406b-8f81-11242966f852.jpg

Three cylinders are piled in a rectangular ditch as shown in the Figure 2 neglecting friction. Wa= 15 Ib, Wb=40 Ib and Wc=20 Ib. Determine the reaction between cylinder A and cylinder B.* Re- We Rb Wb Ah Wa Av FIGURE 2 103 Ib O None of the Above O 101 Ib

Three cylinders are piled in a rectangular ditch as shown in the Figure 2 neglecting friction. Wa= 15 Ib, Wb=40 Ib and Wc=20 Ib. Determine the reaction between cylinder A and cylinder B.* Re- We Rb Wb Ah Wa Av FIGURE 2 103 Ib O None of the Above O 101 Ib

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: Darcy Experiment A set-up of Darcy Experiment involves measuring the pressure head at two…

A: Given data Hydraulic head at 1 (h1) = 66cm Hydraulic head at 2 (h2) = 54cm Travel distance (L) =…

Q: 2.00 m 50 mm-diameter siphon 5.09 m an

Q: Problem: Three pipes of different length and diameters connected in series as shown discharges 160…

Q: FRESHMEN What is the value of F required to balance the weight of the cylinder if the weight of the…

Q: H.W1: Determine the pressure difference between points A and B in Fig below?

A: γ=ρg=ρ×9.81γbenzene=880x9.81 =8632.8 N/m3γmercury=13600x 9.81 =133416 N/m3γkerosene=850x9.81 =8338.5…

Q: Complete the table with solution please)

Q: Determine the force acting on hydraulic cylinders ED and AC if the excavator applies a 20 kN force…

A: Given -

Q: Requests to all please solve for me these three parts questions. Full SOLUTIONs Compute for the…

A: Here, it is given figures and asked to calculate the volume of the given figures.

Q: A water supply tank is capable of providing 0.3 m³/s of water for fire fighting in a chemical plant.…

Q: on of water to take advantage of the dynamic pressure. open to the atmosphere and the river is open…

Q: You are designing a storm drain for a new parking lot. The topographic conditions at the site…

A: Pipe slope = 0.013Flowrate = 17 cfsConsider, the use of concrete pipe (n= 0.013)use of corrugated…

Q: 2. In the figure shown, if the atmosphere pressure is 101.3 kPa and the absolute Pressure at the…

Q: a cylindrical vessel has 0.5m diameter and 1m height rotates at 10rad/s. initial height of Mercury…

Q: Yoil = 8.82 kN/m3 Z, = ? %3D 2. Z2 = 130 m %3D 60 m. 7 m 130 m If oil flows from the upper to lower…

Q: Glycerin flows at 35 m through a 150 mm diameter new wrought iron pipe at a velocity of 3 m/s. It…

Q: The flow rate in a 300 mm diameter pipe is 0.226 m³/s. The flow is known to be turbulent and the…

Q: O-0.13 Darcy Experiment A set-up of Darcy Experiment involves measuring the pressure head at two…

A: given- Hydraulic head at 1, h1=24 inchesHydraulic head at 2, h2=11 inchesdistance travelled, L=100…

Q: 1.1 AN SPECIFIC ACTING VERTICALLY OPEN WEIGHT ON IN THE CUBICAL 8 kN/m³ SIDE UPWARD TANK OF UP A AND…

A: Width of Open Cubical Tank, w=1.8m ,Height of Open Cubical Tank, h=1.8m Specific weight of oil, ρg…

Q: between A and B. a= 3.11 meters b= 1.04 meters

A: Take SG of oil =0.8Take SG of Mercury =13.2so,

Q: Refrigerant-134a is throttled from the saturated liquid state at 850 kPa to a pressure of 200 kPa.…

Q: A cast iron pipe having a diameter of 100 mm is used to fill the cylindrical tank with water at T =…

A: Diameter Diameter of tank = 2mLength To find-Power output needed to fill the empty tank.Power output…

Q: 4. Evaluate the pressure at the center of pipe A. Given: y of Liquid 1 = 12 kN/m y of Liquid 2 = 25…

Q: 500 sin 10° 86.82 m .10° %3D L = 500 m

Q: To achieve 92 percent removal efficiency, the following Volume requirement {V=fn (Q/k) } is needed…

A: Given data: Efficiency (η)=92%V=fnQk

Q: 3. Obtain the gage pressure at the center A of the pipe shown. Ignore surface tension effects.…

Q: The pipe bend shown is in a horizontal plane. Oil with a specific gravity of 0.86 enters the…

A: Calculation of pipe bend problem

Q: Diameter= 6 in Diameter = 3in

Q: Q DA V₁ = 1/2 A. Vi V ) B. Vi = - C. VI = V Q V2 Q2 depth, which equ

Q: -s= 4.2 m 5 m A R 0.8 m W al 0.8 m FR If the weight of the cylinder head was 1 m in length…

Q: As shown in the accompanying Carbon Tetrachloride figure, pipe M contais carbon tetrachloride of…

Q: 9.95. The mean velocity of water in a 150 mm horizontal pipe is 0.9 m/s. Calculate the loss of head…

A: Given, Diameter of the pipes= 150mm and 50mm Velocity in the 150mm pipe, v2= 0.9m/s Pressure in the…

Q: The angular velocity wac = 5.6° per second. Determine the angular velocity of the hydraulic actuator…

Q: 15. If the pressure in pipe A is 6 kPa, the SG 0.85 pressure in pipe B = .... .. psig. Water 90 mm…

Concept explainers

Pricing Excavation and Backfill

Backfill, in construction, is the activity of returning the soil and gravel that are removed during building construction or using them again to toughen and support the foundation of the building or any other structural component.

Question

Three cylinders are piled in a rectangular ditch as shown in the Figure 2
neglecting friction. Wa= 15 Ib, Wb=40 lb and Wc=20 Ib. Determine the
reaction between cylinder A and cylinder B. *
Rc
We
Rb
B
Wb
Ah
Wa
Av
FIGURE 2
18
103 lb
O None of the Above
O 101 Ib
О 102 Ib
O 100 Ib

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 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

Oil having sp. gr. of 0.9 and viscosity v 0.0002 m2/s flows upward through an inclined pipe as shown. Determine the flow rate. Ans. 7.64 L/s 6 cm diameter P2 250 kPa 40 Pi 350 kPa
Two pipes A and B are connected in parallel between two points. Pipe A is 200 m long and has a diameter of 16 cm, pipe B is 150 m long and has a diameter of 12 cm. Both the pipes have the same friction factor of 0.018. A partially closed valve in pipe 'A' causes the discharge in the two pipes to be the same. All other minor losses can be neglected. The value of the valve coefficient is - Valve F = 0.018 L=200m, d-16cm L,=150m, d=12cm B F = 0.018
Find the discharges in pipes 1, 2, and 3 in the reservoir system shown. The junction loss occurs for both flow from 1 to 3 or from 2 to 3. 50 m D; =0.3m L = 200m 20 m & =1mm D =0.5m 4=500m 4=1 mm p=999.1kg/m u=0.001139 kg / ms K=0.5 Kes =1 D=0.9m L =800 m Jnction Om 6=1mm
A cylinder is placed in a steady water flow as shown. Calculate the pressure difference PB - PA in psi if the flow speed at A is 10 ft/sec. .A O 1.04 O 1.53 0.67 1.92 0.82 O 1.74
A Pump The oil tanks have a diameter of D = 12m. The initial depth of the oil in tank A is 20m, and in tank B the depth is 1 m. The pump delivers a constant head of 60 m. The connecting pipe has a diameter of b = 0.2m, and the head loss due to friction in the pipe is hyL = 8- Find the time required to fill tank B to 14m depth. (neglect minor losses)
Assuming smooth contact surfaces, determine the reactions A, B, C and D on the cylinders as shown in the fig. Show your solutions in two ways.
A cylindrical tank with its axis horizontal has a length of 6 m and the ends of the tank are vertical planes, as shown in Figure Q2 (a). The vertical pipe of 0.2 m in diameter is connected to the top of the tank. The tank and the pipe are filled with ethyl alcohol to a level of 1.5 m above the top of the tank. The diamter is 2.07m.
For the selection of friction factor, f from the Moody diagram, select the most appropriate answer. O For smooth-walled pipes, we need to know Re only. O All the answers are correct. O For laminar flow, we need to know Re only. O For rough turbulent flow, we need to know Re vs ks/D.
5p In the figure, the pipe losses are one and a half times the velocity head at point 2 (1.5v^2/2g.) What is the value of v2? In the figure, the pipe losses are one and a half times the velocity head at point 2 (1.5v₂/2g.) What is the value of v₂? Air: 20 lb /in2 gage Gasoline = 0.68 D = 2 in Water O 76.39 ft/s 37.25 ft/s O 50.7 ft/s 30.5 ft/s 5 ft Fig. 8-66
60K E= 10, 000 kri 1= J000 in1 12 /t Tig 2 E- 200GPa 180 KN/m 6てxlo°mm GOKN Prtarmine the rotation Fig 1 OF Determine the derlection 3pt A in Fig 1. 2. trom Petermine the maximum deplection in Fig 4. 3. Determine the maximum derlection in Fig 2. 4. Determine the dope at B in Tig 2.
At Point A, in a pipeline carrying water (y=62.4 Ib/ft^3) the diameter is 4.0 ft, the pressure is 10 psi, and the velocity 4 ft/s. At point B, 6ft higher than point A, the diameter is 2 ft and the pressure is 2psi.determine the following:(a)quantify the losses in this system and (b) is the flow going from Point A to Point B or from point B to point A. why?