Equilibrium - BEAM Objective 1. To study the vertical equilibrium of (a) a simply supported beam 2. To determine the reactions of the beams by (a) the experimental set-up and (b) by using the principles of statics and method of consistent deformation Apparatus TecQuipment SM 104 Beam Apparatus Mk III Figure 1 Experimental Procedures 1. Set up the beam AC with a span of 675mm (as shown in Figure 1). 2. Place two hangers equidistant (100mm) from the mid-point of the beam. 3. Unlock
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rectangular cross-section that is 50 mm wide and 250 mm deep is subjected to shear force of 22 kN‚ axial force (tension) of 16.5 kN and bending moment of 33 kN-m. Calculate and show the stress diagrams in the cross-section. What is the maximum normal stress‚ and where does it occur. What is the maximum shear stress and where does it occur. Problem No. 2 (20 points) Determine the principal stress‚ the maximum in-plane shear stress‚ and average normal stress. Specify the orientation of the element
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1. (a) A glued lap splice is to be made in a 10 × 20 mm rectangular member at α =20°‚ as shown in Fig.1. Assuming that‚ the shear strength of the glued joint controls the design‚ what axial force P is to be applied to the member to get separated to 2 parts? Assume the shear strength of the glued joint to be 10MPa. Fig: 1 (b) An exploded view of a bolted connection is as shown in Fig 2(b). The width of the plate is 60mm; their thicknesses are t1 =10mm. The snugly fitting bolt is 20mm in diameter
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1.0 BACKGROUND OF STUDY The deflections of a beam are an engineering concern as they can create an unstable structure if they are large. People don’t want to work in a building in which the floor beams deflect an excessive amount‚ even though it may be in no danger of failing. Consequently‚ limits are often placed upon the allowable deflections of a beam‚ as well as upon the stresses. When loads are applied to a beam their originally straight axes become curved. Displacements from the initial axes
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Cantilever Beam Table of Contents Table of Contents 2 1. Introduction 3 2. Theory 3 2.1 Bending Moment and Stresses 3 2.2 Deflection and Slopes 5 3. Equipment 6 4. Procedures 7 4.1 Procedure 1 7 4.2 Procedure 2 8 4.3 Procedure 3 8 5. Results 8 5.1 Results from procedure 1 8 5.2 Results from procedure 2 10 5.3 Results from procedure 3 12 6. Discussion and Error Analysis 14 7. Conclusion 15 1. Introduction During this lab a beam was tested in order to find the relationships
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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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the real world that must be incorporated into the computer program‚ such as a customer‚ an inventory item‚ or an invoice. During the analysis and design process‚ programmers work to clarify the software requirements and build a model of the new computer program composed of these objects. It is important
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Beam Deflection by Dan Schwarz Bryan Spaulding School of Engineering Grand Valley State University EGR 309 – Machine Design Section 2 Instructor: Dr. Reffeor July 17‚ 2007 Introduction The purpose of this laboratory investigation was to verify beam deflection equations experimentally and to compare the experimental results with FEA values calculated by ANSYS. An aluminum cantilever beam was loaded with 500 kgs at its end with
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29 September 2013 The President Mr Richard Byles Sagicor Jamaica Human Resources Department‚ Head Office 28 - 48 Barbados Avenue‚ Kingston 5 Jamaica‚ West Indies Dear Mr Byles‚ I am a student of Jamaica College conducting a project research as a part of my CXC Office Administration examination in 2014. I would be thankful if you would allow me to interview/survey and observe one of your Sales Clerks in their natural working environment. The topic is “to determine the skills necessary
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SIMPLY SUPPORTED FLANGED BEAM DESIGN SIMPLY SUPPORTED FLANGED BEAM bf 1) Load Analysis - N= 1.35gk + 1.5qk 2) SFD and BMD - consider type of load hf h *min diameter bar provided is 12mm *min diameter link provided is 8mm d d = h – Cnom – Ølink – Øbar/2 Neutral Axis Lies in Flange Design as a rectangular section Size of beam (bf X d) Z = d (0.5+(0.25 – (k/1.134))1/2 0.95 d‚ use 0.95d as z value Asreq = M/0.87fykZ Provide main reinforcement Asmin = 0.26fctmbd/fyk
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