CONTENT 1 INTRODUCTION 1 2 LITERATURE REVIEW 2 3 STRUCTURAL REVIEW 7 3.1 General 7 3.2 Evaluation of Beams 7 3.3 Evaluation of the Slab 12 4 STRUCTURAL ANALYSIS FROM STRUCTURAL ANALYSIS SOFTWARE SAP2000 v15.0.0 14 5 RECOMMENDATION 18 5.1 Proposed Modification for the structure 18 INTRODUCTION Ambatale water treatment plant (Ambatale WTP) is one of the main potable water treatment plant implemented in 1960 and is operated by the National Water Supply & Drainage Board (NWS&DB)
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investigated. To the best of author’s knowledge‚ the effects of slip boundary condition in the presence of dynamic effects of nano particles have not been investigated yet. The results of the present paper show the flow velocity and the surface shear stress on the stretching sheet and also reduced Nusselt number and reduced Sherwood number are strongly influenced by the slip parameter. The objective of the present study is to analyze the development of the slip effects on the boundary layer flow
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[As you know‚ these laboratory sessions are compulsory course-work. You must attend them. Should you fail to attend either one you will be asked to complete some extra work. This will involve a detailed report and further questions. The simplest strategy is to do the lab.] Notes For the First Year Lecture Course: An Introduction to Fluid Mechanics School of Civil Engineering‚ University of Leeds. Homework: Example sheets: These will be given for each section of the course. Doing these
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however small they may be. Conversely‚ it follows If a fluid is at rest‚ there can be no shearing forces acting‚ and‚ therefore‚ all forces in the fluid must be perpendicular to the planes upon which they act. Shear Stress in a Moving Fluid There is no shear stress in a fluid at rest; shear stresses are developed when the fluid is in motion. If the particles of the fluid move relative to each other so that they have different velocities‚ they cause the original shape of the fluid to become distorted
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Fluid Report 2 In the derivation of Bernoulli’s equation‚ the assumption of the inviscid and incompressible flow is used. However in the real case‚ the viscosity cannot be neglect and the density of the flow is not always constant. Thus Bernoulli’s equation is not always correct. For the lab‚ it is reasonable to assume the flow is inviscid and incompressible. Firstly‚ the pitot was placed at the center of the flow. The skin friction (effect of viscosity) is inversely proportional to distance
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beam where the shear force is zero ( because V = dM/dx ). In contrast‚ nonuniform bending refers to flexure in the presence of shear forces‚ which means that the bending moment changes as we move along the axis of the beam. As an example of pure bending‚ consider a simple beam AB loaded by two couples M1| having the same magnitude hut acting in opposite directions (Fig. 1a). These loads produce a constant bending moment M = M1 throughout the length of the beam. Note that the shear force V is zero
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Determine the stress in each material. 2. Two bars are equal length but different materials are suspended from a common support‚ bar A supports 200lbs and bar B supports 2000lbs‚ if the cross sectional area of bar A is 0.00015ft2 and bar B is 0.015ft2‚ compare the strength of bar A and bar B in psi. Assignment 1. A timber shown in figure with a force of 50kN‚ compressive with an angle of 30˚ the diameter of 150mm. Calculate the thickness at pt. b and pt. c with the shearing stress of 10Mpa
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the shear stress and name its terms with their SI units of measurement. (b) Fig Q2 below shows a rotating disc viscometer‚ in which a disc of radius R rotates at an angular speed of . The distances from the rotating disc surface to the stationary housing is h in each side. Show that the torque T‚ required is given by the following formula: ������������������ 4 ������ ℎ Hint: Consider a small annulus at a distance r from the center and write down the forces on this area due to fluid shear and
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PROJECT REPORT on PLANNING‚ ANALYSIS‚ DESIGN AND COST-ESTIMATION OF FRAMED STRUCTURE AND LOAD BEARING STRUCTURE OF AN ELEMENTARY SCHOOL BUILDING Submitted in partial fulfillment for the award of the degree of BACHELOR OF TECHNOLOGY in CIVIL ENGINEERING by DINESHKUMAR.A INDRAJEET ROY MOHIT DHAWAN 1010910063 1010910082 1010910112 Under the guidance of Ms. S.V. ARUN BALA Assistant Professor (O.G) DEPARTMENT OF CIVIL ENGINEERING FACULTY OF ENGINEERING AND TECHNOLOGY
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Journal of Computational Physics 201 (2004) 397–420 www.elsevier.com/locate/jcp On a numerical strategy to compute gravity currents of non-Newtonian fluids D. Vola *‚ F. Babik‚ J.-C. Latch e Direction de la Prvention des Accidents Majeurs‚ Institut de Radioprotection et de S^ret Nuclaire (IRSN)‚ e u e e BP3-13115 St. Paul-lez-Durance Cedex‚ France Received 20 October 2003; received in revised form 15 March 2004; accepted 28 May 2004 Available online 6 July 2004 Abstract This
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