• Determination Of The Characteristic Strength Properties Of Mild Steel Reinforcement
    [A CASE STUDY OF ILORIN METROPOLIS]

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    • CHAPTER THREE
      3.0 MATERIALS AND METHODOLOGY
      The mild steel specimens used were purchased from Owode-Onirin area of sawmill garage in Ilorin. The mild steel bars were of different sizes, ranging from 8mm, 10mm, 12mm, 16mm, and 20mm to 25mm. They were taken to the central workshop, here at the University of form and cut to required lengths using the powered hack saw.
      The shaping of the specimens was done on the lathe machine. This was to ensure that the specimens were given the standard shapes in accordance with the size limit of the tensile test machine available in the School laboratory.
      The equipment used in measuring the diameter and length of specimens are micrometer screw gauge and vernier caliper respectively. The initial gauge diameter of the specimen is 5.1mm.
      3.1 MEASUREMENT OF STEEL BARS
      3.1.1 Micrometer Screw Gauge
      A more accurate method of measurement can be obtained using a micrometer screw gauge especially when a part has to be measured to a second place decimal in a system.
      Measurement is take between the face of the anvil and the end of the spindle. The range of micrometer screw gauge is 25mm. this means, that six micrometers are needed to measure up to 150mm the main parts of a micrometer includes.
          Spindle
          Anvil
          Barrel
          Thimble
          Frame
          Ratchet stop
          Locknut
      Vernier Caliper
      A vernier caliper scale is the name given to any scale making use of the difference between two scales which are nearly but not quite alike for obtaining small differences. The two variations of the metric Vernier scale are:
          Where the main scale is divided into whole millimeters only
          Where the main scale is divided into ½ mm
      The main parts of a Vernier caliper are:
          Vernier scale
          Sliding Jaws
          Locking screws
          Rule scale
          Fixed Jaw
          Nut for fine setting
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    • ABSRACT - [ Total Page(s): 1 ]ABSTRACT WILL BE HERE SOON ... Continue reading---

         

      APPENDIX A - [ Total Page(s): 6 ] ... Continue reading---

         

      TABLE OF CONTENTS - [ Total Page(s): 1 ]TABLE OF CONTENTS CHAPTER ONE 1.0    Introduction  1.2    Statement of the Problem   1.3     Aim and Objectives of the Study  1.4    Justification of the Study       1.5    Scope of the Study   1.6    Proposed Methodology   CHAPTER TWO2.0 Literature Review  2.1 Nigerian Steel Industry (Historical Development)  2.2 Engineering Materials and Properties  2.2.1 Cement and Concrete   2.2.2 Aggregates and Sand  2.2.3 Timber and Plywood   2.3 Strength of Materials ... Continue reading---

         

      CHAPTER ONE - [ Total Page(s): 2 ]CHAPTER ONE 1.0    INTRODUCTION     Steel is a man-made material containing 95% of iron. The remaining constituent are small amount of element derived from the raw-material use in the making of the steel, as well as other element added to improve certain characteristics or properties of the product (Marcus, 1964).    Steel reinforcement are used generally in the form of bars of circular cross-section in concrete structure. They are like a skeleton in human body. Plain concrete without s ... Continue reading---

         

      CHAPTER TWO - [ Total Page(s): 10 ]CHAPTER TWO2.0 LITERATURE REVIEW2.1 NIGERIAN STEEL INDUSTRY (HISTORICAL DEVELOPMENT)Planning for the Nigerian steel industry started around 1958. Many international Organizations and consulting firms had been commissioned at various times to study the feasibility of steel plants under the aegis of the Federal Ministry of Industries In 1971 an extra-ministerial agency was established by Decree to focalize efforts required to actualize a steel plant. The agency was called ‘Nigerian Steel Dev ... Continue reading---

         

      CHAPTER FOUR - [ Total Page(s): 8 ]vii.    ELASTIC MODULUSThis is the slope of the straight line portion of each curveSpecimen 1 =(change in stress)/(change in strain) =  295/0.012  = 24583 N/〖mm〗^2Specimen 2 =   240/(0.018 )   = 13333N/〖mm〗^2Specimen 3 = 220/0.012  = 20000N/〖mm〗^2Therefore:Average elastic modulus =   (24583+13333+20000 )/3 = 19305N/〖mm〗^24.1.4 ANALYSIS FOR 16mm MILD STEEL SPECIMENSi. ULTIMATE STRENGTH OR TENSILE STRENGTHSpecimen 1 = 489.48N/ã₠... Continue reading---

         

      CHAPTER FIVE - [ Total Page(s): 1 ]CHAPTER FIVE5.0 CONCLUSION AND RECOMMENDATION From the test carried out and the results obtained, the average yield strength for specimens diameter of 8mm, 10mm, 12mm, 16mm, 2Omm and 25mm were 79N/mm2, 225 N/mm2, 261 N/mm2, 277 N/mm2, 295 N/mm2 and 297 N/mm2 respectively. It was therefore observed that specimen of 8mm and 10m do not meet the BS8110 specification of 250 N/mm2 for mild steel.However, the analysis shows that the average ultimate strength obtained for the specimens of 8mm, 10mm 12mm ... Continue reading---

         

      REFRENCES - [ Total Page(s): 1 ]REFERENCESAlbert, G.G., (1960), ‘Elements of Physical Metallurgy’, 2 Edition, Addison Wesley Publishing Co. Inc., London, pp337-340Arthur, H.N., et aL, (2004), ‘Design of Concrete Structures’, 13th Edition, Tata McGraw Hill Companies, India, pp38-50Bakare, O.S., (2006), Thesis on Determination of Ultimate Tensile Strength of High Tensile Steel Specimens, Civil Engineering Department, University of Ilorin, Nigeria.Kenneth. L -. Dionisio. B.. (1997), ‘Reinforced con ... Continue reading---