Chapter 1 BUSINESS COMBINATIONS Answers to Questions 1 A business combination is a union of business entities in which two or more previously separate and independent companies are brought under the control of a single management team. APB Opinion No. 16 describes three situations that establish the control necessary for a business combination‚ namely‚ when one or more corporations become subsidiaries‚ when one company transfers its net assets to another‚ and when each combining company transfers
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deflections of all the measuring units directly without any correcting approaches. Principles of the three-point method and displacement measurement of the GECS are introduced in detail. Both static and dynamic experiments have been carried out on a simple beam bridge model‚ which demonstrate that the three-point deflection estimation method using the GECS is effective and offers a reliable way for bridge deflection estimation‚ especially for long-term monitoring. Keywords: three-point method; deflection
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Latest Cone Beam CT and Dental Laser Tool Makes Surgery More Comfortable and Less Invasive Dr. Timothy Kosinski introduced intra-oral cancer screening with Velscope technology that is used to assist dentists in discovering cancerous or pre-cancerous growths in patients 18 and older that may not be apparent to the naked eye. Bingham Farms‚ Michigan‚ USA (December 24‚ 2014) -- As the SmileCreator of Bingham Farms‚ Dr. Timothy Kosinski is recognized as a leader in making available the latest in technology
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Pencil Beam and Collapsed Cone Algorithm Calculations for a Lung-type Volume Using CT and the OMP Treatment Planning System Methods Measurements have been carried out in both phantom and a specifically designed phantom which simulated human lung volume. Samples were taken from the Lung Planning CT images for 15 patients using the Oncentra Masterplan OMP Treatment Planning System. The X-axis was‚ following convention‚ taken to be horizontal‚ and the Y-axis to be vertical; accordingly‚ abscissa
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Pure Bending of a Beam Experiment 2 Torsional Deformations Experiment 3 Yield Criteria for Ductile Materials under Plane Stresses Experiment 1 Pure Bending of a Beam Objective 1. To examine the stresses at various positions of the beam under a constant load of pure bending. 2. To determine the curvature of deflection of the beam. Introduction 1. Pure Bending and Nonuniform Bending When analyzing beams‚ it is often necessary to distinguish between pure bending and
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of a beam subjected to increasing bending moments and to discover the stress distribution in the beam for both the direct and shear stresses. This was done by applying a known load to the beam and recording the deflection of the loading points. These readings were then analysed to give the axial direct strains and stresses as well as the shear strains as stresses at the sites of the strain gauges. As a result‚ the stress distribution of the beam can be calculated. The aluminium alloy beam was
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STEEL BEAM DESIGN Laterally Unrestrained Beam Dr. A Aziz Saim 2010 EC3 Unrestrained Beam 1 Non-dimensional slenderness Beam behaviour analogous to yielding/buckling of columns. M Wyfy Material yielding (in-plane bending) MEd MEd Elastic member buckling Mcr Lcr 1.0 Dr. A Aziz Saim 2010 EC3 Non-dimensional slenderness Unrestrained Beam LT 2 Lateral torsional buckling Lateral torsional buckling Lateral torsional buckling is the member buckling mode
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conducted to understand the behaviour of a simple structure with a rectangular cross-section. The test was completed succesfully although some mistakes occured between theoretical and empirical results. The second experiment consited of an unsymmetrical beam‚ of which the determination of its principal axes was made. Then the third experiment‚ shear centre‚ was conducted in order to find the shear centre. Finally‚ all the experiments were completed‚ and the objectives were met‚ even with the presence of
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_________________________________________________________________________ Keywords: Beam‚ Truss‚ Rigid Frames‚ Equilibrium‚ Determinate‚ Stable‚ Shear Force‚ Axial Force‚ Bending Moment‚ Free Body Diagram‚ Axial Force Diagram‚ Shear Force Diagram. Objectives: Students should be able to • Understand the principle of equilibrium of forces as applies to determinate structures • Construct the free-body diagram for determinate beams‚ trusses and rigid frames • Draw the bending moment‚ shear force and axial force diagrams. Reference
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(h) (i) (j) 2 2. A rectangular beam with a cross section 200 mm x 100 mm spans 6 metres and carries a uniform load of 2 kN/m. a) Calculate the reactions. b) Draw the shear force and bending moment diagrams. c) Calculate I for the cross section‚ about the axis of bending. d) Calculate the maximum compressive stress in the beam‚ and show where it occurs along the length‚ and on the cross section. e) Calculate the maximum tensile stress in the beam‚ and show where it occurs along the length
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