Tank filles with water as shown in fig. fing the hevi Zental and vertical hydrostatic Force on the Part CD, BC . AB. use The informution :- Cylinder radiug R= 0,5m %3D Reading of 5=1S KPa The hidh CH) = 3.5 m %3D The width of the ey linder = ym G Tank Full of Water Width = b H R

Tank filles with water as shown in fig. fing the hevi Zental and vertical hydrostatic Force on the Part CD, BC . AB. use The informution :- Cylinder radiug R= 0,5m %3D Reading of 5=1S KPa The hidh CH) = 3.5 m %3D The width of the ey linder = ym G Tank Full of Water Width = b H R

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: 1 ft 3 ft PROBLEMS 4.38, 4.39 WILEY .39 GO°Water (p = 62.4 lbm/ft') stands at a depth of 10 ft in a…

A: Piston- A piston can be found in a wide variety of applications, including rotary engines, rotary…

Q: B DB z (vertical) L DA

A: Solution:-

Q: yl, vl hydraulic jump y2, v2 Given y1=0.2 m, v1-2 m/s, rectangular channel width B=1 m.

Q: The beam ABC in Figure Q4 is fixed to the wall of . Only span AB is loaded with a partial uniformly…

Q: e bottom as shown in the if the pressure gage at tl epth hr = 18.0 m. %3D

Q: Reservoir Y Pipe / 20 Reservoir X Pipe Figure L.I Two reservoir problem Two sharp-ended pipes (A &…

A: In pipe A, The rate of flow will be:

Q: ELEV. = ?? A L = 600m D = 35cm 1 E L = 1000m D = 30cm 5 3 2 L = 800m D = 40cm F ELEV. = 90m B ELEV.…

A: The given figure is shown below:

Q: For downward real flow in offset water pipe shown, find: The required pressure at D 1. 2. Determine…

A: Given, PA = 50 kPa L = 8 m D = 20 mm or 0.02 m Q = 0.2 L/s or 0.0002 m3/s

Q: Q.1 For the concrete dam shown in figure, square I is (1.5x1.5m). Find: 1. value of h, and h₂ if (i)…

A: Seepage Seepage is a term used in soil engineering to describe the movement of water in soils. It is…

Q: Problem Water is pumped through a vertical steel pipe to an elevated tank. D = 10 cm, P₁= 1.6 MPa, L…

A: Given data:- Diameter of pipe, D=10 cm Length of the pipe, L=80 m Pressure, P1=1.6 MPa=1.6×106 N/m2…

Q: Water at 20°C ( ρ= 999.7 kg/m3 and μ=9.7720 x10-4 kg/m · s) is flowing steadily in a hexagonal cross…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: Water (Yw = 9.879 kN/m3) flows with a flow rate of 0.3 m/sec through a pipe AB of 10 m length and of…

Q: Gate AB in Fig. P2.56 is 1.2 m long and 0.8 m into the paper. Neglecting atmospheric pressure,…

A: Given: The length of the gate AB is 1.2 m. The thickness of the gate AB is 0.8 m. Consider the…

Q: USE THREE MOMENT EQUATION 14 kN/m 14 kN/m DA Timc C 2m 2m 1m 2m 1m 9m 1m CONSTANT EI

A: To find out the Support Reactions and Maximum deflection. Given data: P1 =14 KN/M…

Q: Q.2 For h=1 m in the setup shown in figure find: 1. Pressure head at point a 2. Seepage velocity 3.…

A: Given data: Length of sample (Z) = 1 m h = 1m porosity (n) = 13 hydraulic conductivity (k) = 0.5…

Q: Draw the free-body diagram for the following problem. The smooth pipe shown.

A: The free body diagram of the given figure is drawn by replacing the supports by the reactions as…

Q: 2.51 Gate AB in Fig. P2.51 is 1.2 m long and 0.8 m into the paper. Neglecting atmospheric-pressure…

Q: I- A rectangular tank om long, 2.5m wide and 2m deep contains wader filled to Im deep. If the linear…

Q: An open tank contains 5m deep of liquid having a unit weight of 7kN/m°. Water is poured over the…

Q: 2. Water flows upward through an inclined pipe (8 = 45°) with diameter of 5 cm. Gauges were attached…

A: step 1-

Q: If DA = 22cm, DB = 5cm and L = 9m, and if oil is flowing at a rate of 0.01 m³/ s, determine the…

Q: a. Rotation of joint D. b. Vertical displacement of jaint E. 15 kN/m C G 21 D 21 27 F 2/ 3 m Hinge…

A: Given data;

Q: Q-2 Water flows through a vertical contraction (venturi) section. Piezometers are attached to the…

A: It is required to find the velocity of flow at minimum area section.

Q: 3. GIVEHI RECTANGULAR SUBMERGED BBJEA Of WワTH W> m 60°

Q: 10. A triangular plate of 1 m base and 1.5 m altitude is immersed in water. The plane of the plate…

A: Base=1m , height=1.5 mWater density=1000 kg/m3, g=9.81A=12×1×1.5=0.75m2

Q: the hydraulic radius when the pipe flowing half full is а. D/2 b. None of these ос. D/8 d. D/4

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

Q: A5) The bottom of a iver has a4-m-high beump that approtimatten approximates a Ramkine half body, as…

A: Given: U=2.5 m/sVB=2.5 m/sPB=130×103 kPa Consider the figure shown below.

Q: An open tank contains 3.56 m of oil (sp.g%3D0.8) and 8.95 m of water. Find the pressure (kPa) at the…

Q: For the sluice gate below, water is flowing under the gate in a rectangular channel (5 ft bottom…

Q: A closed cylindrical container is filled with water having a pressure at the top of 196.2 kPa. It…

A: the values given in the question are as follows: radius of tank(R)=0.6 m height of tank(H)=4 m…

Q: Figure 1: 12 kN/m B 100 kN 4 m HNGE m--1.5 m- 5 m

Q: A rough pipe of 0.5 m diameter, 300 m length and roughness height of 0.25 mm, carries water…

A: Given data : first of all ,calculate the Reynold number to check the type of flow ,if Reynold num is…

Q: Hinge 9 m A 200 kN 200 kN 200 200 200 200 200 200 kN kN kN kN kN kN 10 at 9 m 90 m

A: To Determine :- support reaction for the given truss.

Q: Kindly solve this using Double Integration Method (DIM). Show complete solution and show how to get…

Q: Elev A Water Elev C Turhine Elev B Water flows from Reservoir A (Elev 138 ft.) to a turbine (Elev 75…

A: From the given Data, Pressure at A= Patm= 0 = Pressure At B Elevation difference Between A and B =…

Q: An oil (M - 0.083 N.Sec/m) Flows belween twe inclined PiXed and Parallel Plates (a= 24 mm) %3D IF…

Q: 110 mm diameter siphon draws water from the reservoir. hị Considering that the elevation…

A: It is required to determine the velocity at point C. Vc=2gh2=2×9.81 ms2×5.1 m=10 ms The velocity at…

Q: Water radius radius

Q: AE Constant Solve for vertical displacement @ jeintc. in terms of AE. Indicate štN the direction.…

Q: The subr ged sector gate AB Shown in tne igure below is one-sixtri of radius 8770 cm. The length of…

Q: Water rises to level E in the pipe attached to tank ABCD in Fig. 3-4. Neglecting the weight of the…

A: Given Data: Height of water in riser pipe is h=12 ft. Area of the riser pipe is A=1 ft2. Height of…

Q: 37 kN/m Hinge 155 kN D B 5 m -2.5 m- -2.5 m- I = 1,680(106) mm4 I= 1,260(106) mm4 E = constant = 205…

Q: Q.9 A plate of area 2m² on which fluid flow with 2y² y U = - velocity profile as 7 5 'where y(m) is…

A: Given data- Plate Area A=2 m2velocity profile u=2y27-y5dynamic viscosity μ=0.015 Pa-sTo Find-Shear…

Q: An open tank contains 4.93 m of oil (sp.g%3D0.8) and 5.51 m of water. Find the pressure at the…

A: Pascal's law says that pressure applied to an enclosed fluid will be transmitted without a change in…

Q: Pb # 4: A Reg.No-m length of smooth horizontal pipe is attached to a large reservoir as shown in…

Q: Q.2 For h 1 m in the setup shown in figure find: 1. Pressure head at point a 2. Seepage velocity 3.…

Concept explainers

Introduction to Engineering Design

Students are often confused with engineering and design. The term engineering design has two words with different meanings, engineering, and design. The term engineering implies applications of laws and principles of science to design and analyze physical structures and components. In civil engineering, students apply the concept of physics and chemistry to design and build structures and buildings. In engineering disciplines, the term design means determining the dimensions, loads, and associated influences on the component due to the applied loads such as stresses and deformations. The estimation of such parameters is crucial to make the component or structure foolproof.

Question

Tank
filles with water as
shown in fig.
fing the hevi Zental and vertical hydrostatic Force
on the Part CD, BC . AB.
use The informution :-
Cylinder radiug
R= 0,5m
%3D
Reading of 5=1S KPa
The hidh
CH) = 3.5 m
%3D
The width of the ey linder = ym
G
Tank Full
of
Water
Width = b
H
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 3

VIEW

Step by step

Solved in 3 steps with 9 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

4. Atube15mlongistoconnecttwolargetankswhosedifference in water level is 2m. The tube is to carry 5L/s of flow. What minimum size of tube is necessary to assure laminar flow condition?
Refer to Fig. P5.4. Water at 10°C flows up AB (5 m long, 40 mm diameter),then along BC (3 m long, 30 mm diameter). The measured pressure at A is 275kPa. (a) Find the pressure at C if the flow rate is 2.0 L/s. Neglect pipe frictionand energy losses. 6) Repeat for the same flow rate in the opposite direction.Table A.1 for water at 10°C: y = 9.804 kN/m².Vertical
q=3.15 kn/m , a=3.15m
Given: Q=10.2 lit/sec Length of A=120m Length of B=2180m f of A=0.0138 and of B f=0.0142 pump Eff=80%, Po=22.8462kW diam of A=10.2cm. Find the diameter of B.
W1 = 10 KN/m a = 2m b = 3m
Ans. 1.941m/s I need solution #hydraulics
Hydraulics (Metacentric Height) 1. A ship with a total displacement of 1,800 tonners rolls to one side thru an angle of 1 degree when a deck load of 5 tonners is moved laterally thru a distance of 4.5m. Compute the metacentric height for this particular position of the vessel. Note: Use 4 decimal places show FBD and full solution
2. GLYCERIN (SP.GR. = 1.26 AND ABSOLUTEVISCOSITY OF 1.49 ?? − ? ) FLOWS THROUGH ARECTANGULAR CONDUIT 300 MM BY 450 MM AT THERATE OF 160 ? ??/???. DETERMINE THE HEAD LOST PER KILOMETERLENGTH OF THE PIPE. A. 35.27 ?????? B.32.57 ??????C. 37.52 ?????? D.37.25 ?????s
Verticle load is 258 kN as opposed to 25*8kN - Apologies
A wooden cylinder (sg=0.61) is placedvertically in oil with specifc gravity of 0.85. Determine the metacentric height.
Help ! W1: 2.6 kN/m W2: 1.7 kN/m
Permemeter instruments are usedin the laboratory for the purpose of studying thepercolation of water in soil. a permeameter wasassembled as shown in the Figure. Considerthe reference level at the same elevation as point A.determine: a) Altimetric, piezometric and total loads forthe indicated pointsb) The total, neutral and effective tensions for theindicated pointsc) Hydraulic gradients and flow rates in eachsoild) If there is a possibility of occurrence of thequicksand phenomenon. If not,describe what it would take forshould such a phenomenon occur