course; with plain course always on the face side of the fabric. The resultant fabric is an unbalanced structure‚ with different appearance on both sides. Half milano is seldom knitted as piece goods‚ it is used for sweaters of coarser gauge (5 to 7 gauge V-bed machine with woollen or acrylic yarns) 2 Milano Ribs Full Milano • • Full milano has three courses per repeat; with one course of 1x1 rib; one course of plain on one side of fabric and another course of plain on the
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screw jack handle clockwise. 9. Note the reading on the digital indicator. If the load is greater than 10 N turn the jack handle counter clockwise to bring it to less than 10 N. 10. Check the position of the dial gauge to ensure that it is at the mid length of the specimen. Set the dial gauge reading to zero. 11. Press the tare button to set the load indicator to zero. 12. Load the specimen in small increments by turning the screw jack handle slowly in the
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vasantkothari@gmail.com 1 vasantkothari@gmail.com 2 Sessions 1 2 vasantkothari@gmail.com 3 3 vasantkothari@gmail.com 4 Session 01 Introduction to Knitting vasantkothari@gmail.com 5 ► The term 01 Session Introduction knitting describes the technique of constructing textile structures by forming a continuous length of yarn into columns of vertically intermeshed loops. vasantkothari@gmail.com 6 ► Knitted fabrics
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Indian Engineering Services Exam 2013 Date Of Exam: 15th June‚ 2012 Nationality: Candidate with Indian Nationality are eligible Age Limits: Roughly 21‐30 Yrs Relaxable in certain cases. Fee: Rs. 100 Free for Female‚ SC‚ST and PH Category Categories: Category I—Civil Engineering. Category II—Mechanical Engineering. Category III—Electrical Engineering. Category IV—Electronics & Telecommunication Engineering. How to Apply: Candidates are required to apply Online using the link www
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UNIVERSITI TEKNOLOGI MALAYSIA FACULTY OF GEOINFORMATION SCIENCE AND ENGINEERING THE INVOLVEMENT OF HYDROGRAPHY SURVEYOR IN INSTALLATION OFFSHORE OIL PLATFORM SEMINAR PAPER RAJENDRAN A/L SUPERAMANIAM SUPERVISOR : EN RUSLI OTHMAN PANELS : Prof Dr. MOHD RAZALI MAHMUD ENCIK USMUNI DIN APRIL 2008 ABSTRACT Hydrographic survey has been going through a dramatic development in recent years not only in seabed mapping but also in oil platform installation. Hydrographic survey experienced
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Pressure SM(2) Pressure Pressure measurements Absolute pressure Gauge Pressure ...divided into three different categories: 1. Absolute pressure – which is defined as the absolute value o pressure (force-per-unit-area) ac g o of p essu e ( o ce pe u a ea) acting on a surface by a fluid. su ace ud Abs. pressure = pressure at a local point of the surface due to fluid – absolute zero of pressure (see page 63 of lecture notes) 2. Gauge pressure – difference between abs. pressure and atmospheric pressure
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BENKELMAN BEAM METHOD A.C.Benkelman devised the simple deflection beam in 1953 for measurement of pavement surface deflection. It is widely used all over the world evaluation of the requirements of strengthening of flexible pavements. This method is done to lay down a uniform procedure for the design of flexible overlays or per I R C:81-1981 here a tentative guideline was published by the Indian road congress under the title “Tentative Guidelines for strengthening of flexible road pavements using
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test was to tie a balloon on the end of a manometer and measure the pressure at different depths in a large beaker filled with water. The next test was the same thing‚ but without the balloon on the end of the manometer. For the final test a pressure gauge was used to measure the pressure at different depths in the water. The data collected from each experiment was the depth of the object and its deflection. To find out the theoretical pressure for the experiment this equation will be used:
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2. Place two hangers equidistant (100mm) from the mid-point of the beam. 3. Unlock the knife-edges of the load cells. 4. Place a dial gauge over the left-hand support A. Adjust the dial gauge to read zero. Move the same dial gauge to the top of support C‚ and then adjust the height of the knife-edge so that the dial gauge reads zero. 5. Remove the dial gauge. 6. Adjust the load cell indicators at the supports to read zero. 7. Apply loads as shown in Table 1 to the hangers. 8. Record the readings
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Table Of Content Abstract 3 1.0 Introduction 3 2.0 Experiment Design 4 2.1 Materials 4 2.2 Procedure 4 3.0 Results and Calculations 5 3.1 Tables 5 3.2 Graphs 7-9 3.3 Discussion 9 4.0 Conclusion and Recommendations 10 Abstract This experiment is conducted to measure the transverse bending deflection of the tie bar and at the same time comparing it to the theoretical values. The two theoretical formulae
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