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    Structural Review Report

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    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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    CASE: 3 THE INTERNATIONALISATION OF KALYANI GROUP The Kalyani Group is a large family-business group of India‚ employing more than 10000 employees. It has diverse businesses in engineering‚ steel‚ forgings‚ auto components‚ non-conventional energy and specialty chemicals. The annual turnover of the Group is over US$2.1 billion. The Group is known for its impressive internationalisation achievements. It has nine manufacturing locations spread over six countries. Over the years‚ it has established

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    businessman. He was an idealist and one of the most important philanthropists of his time. He started Pittsburg’s Carnegie Steel Company‚ which he later joined with Elhert H. Gary’s federal steel company and several smaller companies to create U.S. Steel. The wealth from his success abled him to build foundations and institutions like Carnegie Hall. After his huge role in the steel business he spent most of the rest of his life as a philanthropist. In today’s world the ownership of a business is businessman

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    which result in micro-porosity or voids in the solid casting. These voids add up to produce a centerline shrinkage. FEEDING Feeding covers methods adopted to produce castings without shrinkage defects. In the case of solid solution alloys like steel‚ this is achieved by ensuring that the feeders solidify later than the castings. Simply stated‚ a feeder must contain enough liquid metal to compensate for the volume contraction occurring while the casting cools from the liquidus to the solidus

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    interactions of dissimilar metals by a controlled detonation. By doing this the resultant composite system is joined with a durable‚ metallurgical bond. This explosive process is commonly utilized to clad carbon steel plate with a thinner layer of corrosion resistant materials such as stainless steel‚ nickel‚ alloy‚ titanium‚ and zirconium. Geometries that are usually produced are plates‚ tubing‚ and tube sheets‚ these are simple geometries because they are very limited during this process. During this

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    Greeting's Case Study

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    3. Using the information on the next page‚ compute and interpret the predetermined manufacturing overhead rate for Wall Décor. Total cost = number of prints x cost per print Unframed Print 80‚000 x $12 = $960‚000 Steel Framed Print‚ No Matting 15‚000 x $16 = $240‚000 Wood Framed Print‚ with Matting 7‚000 x $20 = $140‚000 Total Cost of Prints = $960‚000 + $240‚000 + $140‚000 = $1‚340‚000 Predetermined Manufacturing Overhead Rate = (Manufacturing overhead/total

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    Train Brakes Report

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    Title Page -------------- Tas Faculty Train Air Braking System Engineering Studies By -------- Teacher: ------------ Abstract The purpose of this report is to explain how air brakes in trains work and why they are there. Throughout this report there is information on the function of the Air Brake‚ the history and development of the brake‚ The component materials used in the brake‚ the environmental considerations of the brake‚ its safety features and social implications. The Air

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    following three items. (a) Lance Armstrong unframed print (base cost of print $12). (b) John Elway print in steel frame‚ no mat (base cost of print $16). (c) Lambeau Field print in wood frame with mat (base cost of print $20). 5 (a) How much of the total overhead cost is expected to be allocated to unframed prints? (b) How much of the total overhead cost is expected to be allocated to steel framed prints? (c) How much of the total overhead cost is

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    enough to support this structure. Due to inadequate information‚ some assumptions and notes are given:  Students will be primarily concerned with modelling a footbridge with a steel lift frame and the concrete lift pit using Strand7 finite element software.  The floor of the bridge is

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    costs. Is usually compressed into small volumes and involved in moisture-proof paper package‚ taking up space is low. (7) the heavy hexagonal wire mesh is created of top quality low carbon steel wire‚ wire‚ galvanized woven wire tensile strength not less than 38kg/m2‚ wire diameters up to 2.0mm-3.2mm‚ steel wire surface also usually use hot-dip galvanizing protection‚ galvanizing layer thickness can be created in accordance with consumer requirements‚ galvanized volume can attain 300g/m2. (8)

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