correct answer please a.Oil, s.g.= 0.857in+O c.d.Mercury9inPA 400 N/m2b. PA 2000 lb/ft2PA = 2691 lb/ft2PA = 3000 lb/ft2Time left 0:05:32WaterCalculate the absolute pressure at point A6inP. = 14.7 lb /in²Water

Pa = 14.7 lb/in2 x 12x12 = 2116.8 lb/ft2The absolute pressure at point A =?Assumptions:Unit weight…

Oil, s.g.= 0.85 7in 9in Time left 0:05:32 a. PA 400 N/m2 b. PA = 2000 lb/ft2 OC. PA = 2691 lb/ft2 O d. PA 3000 lb/ft2 Water 6in P. = 14.7 lb /in² Water Mercury Calculate the absolute pressure at point A

Oil, s.g.= 0.85 7in 9in Time left 0:05:32 a. PA 400 N/m2 b. PA = 2000 lb/ft2 OC. PA = 2691 lb/ft2 O d. PA 3000 lb/ft2 Water 6in P. = 14.7 lb /in² Water Mercury Calculate the absolute pressure at point A

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: [2] A pavement structure composed of the following three layers: (5.75 in) HMA with elastic modulus…

Q: The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior…

Q: The procedure of designing spread footing foundations on the basis of field exploration data…

A: The standard penetration test (SPT) is a general in situ testing method, which is used to determine…

Q: The half-life of 222 Rn is 4.2 days. A sample of 222 Rn is allowed to decay for 17.2 days and after…

A: As per question , This question is related to Environment Engineering.Given data - Half life = 4.2…

Q: Using LRFD select the lightest W 14 section to carry a service load P of 100 kips dead load and 400…

Q: RING 1 RING 2 $1 2 DJL $5 MAJOR STREET lead-lag lag-lag none $2 $6 BARRIER = Phase Number =…

A: Protected permitted operations are a combination of the permitted and protected modes. Left-turning…

Q: Determine the required force P on the handle in order to develop torque of M = 62 N·m on the bolt.

A: Therefore the P =193.75N

Q: What is the service flow rate (pcphpl) for a freeway segment that has a free flow speed of 55 mph if…

A: Free flow speed = 55 mph LOS B is maintainedService flow rate = ? pcphpl

Q: is to be connected using 3/4-in diameter bolts. Use NSCP Specifications. - Standard-sized holes - Fy…

A: L = 21 ftPDL = 100 kipsPLL = 120 kipsdb = 3/4 indbo = 3/4+1/8 = 0.875 inFy = 36 ksiFu = 58 ksi

Q: Problem 5) You are pumping water at 20 °C from a large lake, up to a reservoir. You may assume the…

A: Rough concrete pipe inside diameter = 30 cm = 0.3 mVelocity in the pipe = 5 m/sData from…

Q: Question 3: Calculate the forces in the links in the following case. FAC = 11.7KN, FBC = FCD =…

Q: c) moment of inertia about the horizontal centroidal axis for timber. Enter your answer in mm4 to 1…

A: The cross section figure of the given beam is shown in the above figure. Elastic modulus of wood =…

Q: eling between BMs A, B, C, D, and A gives elevation meters) of -15.339, +32.165, +37.921, and…

Q: 200 KN F чт 1-Draw the Shear Force Diagram? 2-Draw the Bending Moment Diagram? B 150KN

A: The frame is shown in the above figure. We have to find out the followings: Shear force…

Q: Q2) a) Using Archeticture scale find the distance between the river and the building 40f

A: A scale ruler, often known as an architect's ruler, is used to measure actual distances on scaled…

Q: How do we know if the world is on an unsustainable path? Are we on a sustainable path?

A: Determining whether the world is on an unsustainable path involves assessing various factors across…

Q: How did you get E = 23.4cm? I'm getting 1.4m as

Q: Conjugate Beam: (constant EI) A t L Find Ou, Su using Conjugate x * PL Beam method

Q: Q5) Determine the critical depth if the flow is 1.5 m³/s. The channel width is 2.5m 45

A: Flow rate (Q) = 1.5 m3/sChannel width (b) = 2.5 mThe critical depth (Dc) =?

Q: The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior…

A: The data for the closed-polygon traverse ABCDEA is given We need to determine : c) The unadjusted…

Q: The two beams are connected by an ideal pin at C. Draw the shear and moment diagrams for the…

A: Given:Required:Shear force and bending moment diagramMaximum magnitude of bending moment in each…

Q: A standard triangular channel is lined with fresh concrete (n=0.013) and is designed based on the…

Q: 25mm

Q: A 3 kN/m 6 m- 10 KN B

A: To find the support reactions and to draw the shear and moment diagram for the given beam.

Q: The T-shape shown in the figure is used as a tension member. Given that the gross area Ag = 2556…

A: T- shape member properties:Gross area, Ag = 2556 m2Thickness of web, tw = 10 mmGross depth, D = 220…

Q: Consider two levelling rods placed at a distance of 50m and 100m respectively from the instrument.…

A: Two levelling rods placed at a distance of 50m and 100m respectively from the instrument. If the…

Q: Estimate the constant rate of withdrawal from a 1375 ha reservoir in a month of 30 days during which…

A: Catchment area, = 1375 ha = Reservoir drop level, Average inflow, = Time, = 30 days

Q: 7-9. Determine the equations of the elastic curve using the coordinates x, and x, and specify the…

A: Consider the free body diagram of the given beam as shown below.

Q: A segment of rural freeway is being designed for a FFS of 65 mph using 11 ft lanes in a mountainous…

A: The given data is shown below:

Q: Q2: A uniform live load of 2.8 kN/m and a single concentrated live force of 20 kN are placed on the…

Q: For preparing PCC, would you prefer round and smooth aggregate or rough and angular aggregate?…

A: a. Choice of aggregate depends upon the type of construction. Round and smooth aggregates are used…

Q: H.w:-prove that 01 σe = Ao A

A: Ture stress is the ratio of force applied to the area of cross section at the time of measurement of…

Q: tion 3 A 4M 1 228 KN B 4M C 77777 -t 7 1 2.5m + For steel truss (E = 200 Capa) and looking shown.…

A: E = 200 GPa = 200000 MPaAAB = 2400 mm2AAD = 1800 mm2We have to find deformation of members AB and AD…

Q: researcher was observing traffic along one lane of a rural highway. During a 1 minute time interval,…

Q: For the beams below, find the internal reactions at the midspan of the beam (half the length) but…

A: The loaded beam will have internal reactions such as shear force, axial force and bending moment.The…

Q: A researcher was observing traffic along one lane of a rural highway. During a 1 minute time…

Q: Identify all ZERO force members

Q: Based on a linear speed-density model, with a jam density of 120 vpmpl and a free flow speed of 60…

Q: For the floor plan shown below, a = 20 ft, b = 30 ft, and c = 4 ft. Each floor of the regular…

Q: Consider the given beam and loading. 4 kips/ft A 2 ft C 8 kips 5 ft D 2 ft 8 kips B Determine the…

Q: Q3: Draw the influence line for the force in member GD, then determine the maximum force (tension or…

Q: Calculate the reactions at supports "A" and "B" (Hand written and clean writing please )

A: Determine the support reaction at A and B.

Q: The winch delivers a horizontal towing force F to its cable at A which varies as shown in the graph.…

A: Given that,the mass of the bucket is m= 72 kg,intial velocity is v1=4 m/s,time given is t=23 s,For…

Q: A freeway is to be designed as a passenger-car-only facility for an AADT of 35000 vehicles per day.…

A: AADT = 35000 veh/dayFree flow speed = 70 mphPeak hour factor = 0.85Peak hour traffic traveling in…

Q: An old 6-lane (3 lanes each direction) rural freeway segment has 11 ft lanes and frequent roadside…

A: A 6-lane road with 3 lanes in each direction. Width of lanes = 11 ftLocation of frequent road…

Q: A double riveted lab joint single strap (chain riveting) shown in the figure. Given that th rivet…

A: Dia=12 mms=10 mm

Q: Which labor and management factors can a contractor have some influence over?

A: Given data,Question given related to the construction managementLet's discuss the labor and…

Q: Draw the Mohr's Circle for soil element shown. a. Calculate center and radius of the circle b.…

A: find a b and c answers

Q: An unconfined aquifer has a porosity of 0.45, and specific yield is 0.25. The dimension(s) of the…

A: The objective of the question is to estimate the volume of groundwater that can be withdrawn from an…

Q: Å W12X52 and is to cover PL = 2200KW. A fc' = fy= 248 = 20.7 column Questions: a] De termine the…

Concept explainers

Pressure and Stress

Question

correct answer please

a.
Oil, s.g.= 0.85
7in
+
O c.
d.
Mercury
9in
PA 400 N/m2
b. PA 2000 lb/ft2
PA = 2691 lb/ft2
PA = 3000 lb/ft2
Time left 0:05:32
Water
Calculate the absolute pressure at point A
6in
P. = 14.7 lb /in²
Water

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: Given data of Manometer and assumptions

VIEW

Step 2: Calculation of the absolute pressure at point A

VIEW

Solution

VIEW

Step by step

Solved in 3 steps with 6 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

Find the gage pressure at the bottom of the tank. Oil S=0.85 1.2 m Water 1.5 m Hg S=13.6 5 cm| Select one: O a. 24.72 kPa O b. 31.29 kPa O c. 91.42 kPa O d. 691.80 kPa
Oil (SG = 0.83) flows at a rate of 200 L/s through a 500m pipe with a diameter of 200mm. The friction factor of the pipe is 0.0225. The pipe slopes down at 10 degrees from the horizontal. Determine the difference in pressure between the start of the pipe to the end of the pipe. A) 287.79 KPa B 176.36 KPa c) 129.34 KPa D No Answer among the choices 238.86 KPa
Oil (SG = 0.83) flows at a rate of 200 L/s through a 500m pipe with a diameter of 200mm. The friction factor of the pipe is 0.0225. The pipe slopes down at 10 degrees from the horizontal. Determine the difference in pressure between the start of the pipe to the end of the pipe. A No Answer among the choices В 287.79 KPa (c) 176.36 KPa C D) 129.34 KPa E 238.86 KPa
Asiacell A;Y. I+ ZAEN 36 zain IQ Fluid HW1.pdf Q1: Calculate the pressure point A in a water flow. If the pressure at B is 87 kPa. Assume all fluids are at 20°C. S.G (ail)=0.89, S.G (mercury)=13.6. SAE 30 oil Gage B Mercury 6 cm 5 cm Water flow 1l cm 4 cm N/m •..
%07 3º,l|Asiacell نقطتان )2( * :Q6 The cylinder shown in the figure extends 8 ft into the paper. If the cylinder has the radius of 4 ft, compute the vertical component of the hydrostatic force of the oil on the cylinder. 90 Oil (s.g. = 0.85 ) 4 ft 50°
Oil (SG = 0.83) flows at a rate of 200 L/s through a 500m pipe with a diameter of 200mm. The friction factor of the pipe is 0.0225. The pipe slopes down at 10 degrees from the horizontal. Determine the difference in pressure between the start of the pipe to the end of the pipe. A) 287.79 KPa B) 176.36 KPa c) 129.34 KPa D No Answer among the choices E) 238.86 KPa
Q3. Water flows through pipes A and B. Lubricating oil is in the upper portion of the inverted U, Mercury is in the bottom of the manometer bends. Determine the pressure difference, pA-pB in units of kPa. B Oil 0:25 m 25 cm H,0-10 cA H,0 20 cA 507 13 cn 15 Rotm
4. The pressure intensity at a point in a fluid is given 4.9 N/cm². Find the corresponding height of fluid when it 5. An oil of sp. gr. 0.8 is contained in a vessel. At a point the height of oil is 20 m. Find the corresponding m [Ans. (a) 5 m of water, (b) 6.25 m of cil is : (a) water, and (b) an oil of sp. gr. 0.8. (Ans. 16 m) and pbove it an oil of sp. gr. 0.8 for a depth of 2 m height of water at that point.
*Homework: The tank is filled with water under pressure (19.62 kPa) . The length of tank =2m. an empty cylinder lie along the tank on one of its corner. Find (FH and Fy) 19.62 kPa r=1m/ A 1.5m B
3. From d figure below, if the atmos. pressure is 770mm of Hg, fınd: a) Rm if the pressure at B is 797mm of Hg abs. b) If Rm=58mm, find the pres. at B in meters of water abs. Hg A Air Oil Sp. Gr. = 0.8 R. Water 750 mm 80 mmy +B 200 mm ....
Subjact: Data: An invertedu tube manometer is connected to two horizontal pipes A. and 8 threugh which water is flowing The vertical distance between axes of these pipes is 30 cM When an oil SG=0.8 îs uced as a Jauge fluid, the vertical heigh 15 of and equal t0 water columos in the two limbs are found to be the same 35 cm. Determine the difference Of pressure between the pipes. 0.8 Sp.gr. C. 30 cm 35 cm 35cm tWater 30cm water
2- Oil (p = 80o kg/m2) flow through a 5omm-diameter smooth pipe at a velocity of 2m/s, the pressure drop due to friction loss in the pipe 5023 pa. The pipe length is 1om. a- Calculate the friction factor, f. %3D b- Determine whether the flow is laminar or turbulent. C- Calculate the oil viscosity. (b) o.0157 (d) 487x10-6 N s/m2]