Direct Shear Box Test Contents Introduction Objective Apparatus Description of Test Results Calculations Relevance to Geotechnics Soil Description and Conclusion References Introduction Shear strength is the property that enables a material to remain in equilibrium when its surface is not level. (Smith‚ 2006) The direct shear test is used to determine the shear strength of soils on a predetermined failure surface. This test is used to measure the shearing resistance‚ undrained shear
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Q1 Answer: The numbers in the Financial Statement were different under the two methods because under the non-GAAP accounting method apple gave the revenue numbers without the use of subscription accounting‚ which recognized the revenue at the point of sale. Moreover the non-GAAP numbers did not adjust the estimated costs associated with its plan to provide new features and software upgrades to iPhone buyers free of charge and these figures were not prepared under a comprehensive set of rules or principles
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strategies. The first current strategies that the Health Care Office Solutions‚ Inc (HCOS) is using is the niche (or focus) strategy by the Porter’s Typology. According to the Mark W. Johnson and Greg W. Marshall (2011)‚ the service of particular target market‚ with each functional policy developed with this target market in mind. HCOS changed their name from the Printing Solution Incorporated to the Health Care Office Solutions‚ Inc (HCOS) because they realized that many of their best clients were
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the carrying value of an asset is not recoverable. Per the same standards‚ carrying value is not recoverable “if it exceeds the expected future cash flows to be derived from the asset on an undiscounted basis” (FASB‚ ASC 360-10). In the Property Solutions Inc. case‚ the carrying value of the building on 10/1/2017 was $1‚650‚000 and the expected future cash flows are $1‚214‚940. Per the definition of impairment loss stated above‚ the asset is impaired. In calculating the loss‚ we must compare the carrying
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1. Incident Summary Report Overview The following forensic report was required after examining the PAGS01_06132014.E01 USB image. The owner of Practical Applied Gaming Solutions‚ Inc. (PAGS) James Randell‚ and Norbert Singh‚ the HR Director provided the image for an external analysis after Mr. George Dean unexpectedly resigned and disappeared. As per company policy‚ these actions are reportable security incidents. They were interested in learning about the details of Mr. Dean’s activities prior
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ANALYSIS The vane shear apparatus makes use of the theory that the summation of the total shear stress is equal to the sum of the shear stress at failure along the cylindrical surface and the total shear stress on the top and the bottom of the surface of the cylinder. The various sizes of the vanes are accounted for by applying the multiplying factor. The value obtained from the medium sized vane is the value of the stress itself‚ and there is no need to multiply or divide the value. The values
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EFFECT OF JOINT ROUGHNESS ON SHEAR STRENGTH OF JOINT IN GRANITE Introduction Shear strength is the extreme shear strength where a material can support before rapture. Based on Lama and Vutukuri (1978)[1]‚ it is one of the critical aspects used for designing purpose. There is no doubt that joint is a main factor that leads to failure in every rocks type including granite. In granite‚ shear strength is one of the main characteristic that needs to be determined in order to classify its strength and
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Lab report SHEAR FORCE & BENDING MOMENT Bachelor (Hons) of Civil Engineering Course: Structures l (ECS3213) Lecturer: Ir Pan Submission date: 07-11-2013 Group 8: Members No. Name Student ID 1 Diallo Mamadou Aliou SCM-014804 2 Balmeiiz Abilkhaiyrova SCM-014742 3 Elmogdad Merghani Mohamed Elhag SCM-017223 4 Omar Mohamed Abdelgawwad SCM- 018031 5 Salah Mohammed Alesaei SCM-015473 6 Ali Abdulrahman Mohammed SCM-008879 7 Kasem Heiazi SCM-017913 Contents A. Introduction: 3 B. Objectives:
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Experiment 1 : Shear Force Variation with an Increasing Point Load Name …………………………………..…………………. Student Number …………………………………… Aim: Apparatus: Procedure: Observations: Mass‚ g Force (from mass)‚ N Experimental Shear Force‚ N (Reading) 100 200 300 400 500 Table 1 Calculations: Calculations of Theoretical Shear Force at Beam Cut Theoretical Shear Force‚ N Table 2 Analysis
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BEAM DESIGN FORMULAS WITH SHEAR AND MOMENT DIAGRAMS 2005 EDITION ANSI/AF&PA NDS-2005 Approval Date: JANUARY 6‚ 2005 ASD/LRFD N DS ® NATIONAL DESIGN SPECIFICATION® FOR WOOD CONSTRUCTION WITH COMMENTARY AND SUPPLEMENT: DESIGN VALUES FOR WOOD CONSTRUCTION American Forest & Paper Association x w Wood American Wood Council American Wood Council R R 2 2 V Shear V Mmax Moment American Forest & DESIGN AID No. 6 DESIGN Paper Association
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