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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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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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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International Journal of Solids and Structures 44 (2007) 7049–7060 www.elsevier.com/locate/ijsolstr Buckling analysis of plain knitted fabric sheets under simple shear in an arbitrary direction Y.T. Zhang a b a‚* ‚ C.Y. Liu b‚ R.X. Du b Department of Mechanics‚ Tianjin University‚ Tianjin 300072‚ China Department of Automation and Computer-Aided Engineering‚ The Chinese University of Hong Kong‚ Hong Kong‚ China Received 22 December 2006; received in revised form 12 March 2007 Available
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Shear Walls 17 3 SHEAR WALLS by Timothy P. McCormick‚ P.E. Seismic Retrofit Training 18 Shear Walls Seismic Retrofit Training Shear Walls 19 SHEAR WALLS This section provides an introduction to shear walls and how they resist earthquake and wind forces. This section also shows how to properly construct the shear walls and the parts that make them up. With this knowledge‚ contractors can build proper shear walls and inspectors can recognize the errors untrained contractors
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SureCut Shears‚ Inc. is a manufacturer of household scissors and industrial shears. Because of a policy of level production and a seasonal sales pattern‚ the company has to borrow funds under a line of credit to cover its seasonal buildup in inventory and receivables. During 1995-96‚ sales began to fall from projected levels due to a retailing downturn. However‚ the company may have been slow to react resulting in an accumulation of excess inventory and related inability to repay its bank loan prior
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CIVIL ENGINEERING ESTIMATES An estimate is a calculation of the quantities of various items of work‚ and the expenses likely to be incurred there on. The total of these probable expenses to be incurred on the work is known as estimated cost of the work. The estimated cost of a work is a close approximation of its actual cost. The agreement of the estimated cost with the actual cost will depend on accurate use of estimating methods and correct visualization of the work‚ as it will be done. Importance
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SureCutShears manufactures a complete line of household scissors and industrial shears. The company has been profitable since 1958 and is considered to be healthy‚ with ROE at 14%‚ Gross Profit Margin at 28% and Current Ration at 10.9% for 1995. David Fischer‚ Treasurer arranged for a line of credit of $3.5million with the Hudson Bank and presented the bank with projected statements. The first assumption made Mr. Fischer when he prepared the projection financial statements The first assumption
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