FOUR LEG GF (LIGHT DUTY) bp = 0.55 A. DIMENSION DATA Fx Fy ht = ℓp = 0.55 0.5 htb = htbe = h= 1.1 0.4 btb = 0.15 0.2 hw = hfp = 0.4 10 Lp = 10.9 Data Input Dimensi hal.1 B. CONCRETE DATA Compressive Strength for Pilecap Compressive Strength of Pile Concrete Density Weight of each Pile Allowable Tension Force of Pile Capacity Depth of Water Table from Ground Surface Thickness of Concrete Cover f’c pilecap f’c pile γc Wpl Qall tens hw d’ = = = = = = 225 225
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(advancement) of the tool per revolution of the workpiece Depth of Cut (d) [mm] • Distance the tool has plunged into the surface Prof. S.K. Choudhury‚ Mechanical Engineering Department‚ IIT Kanpur 3 Chip Formation Cutting action involves shear deformation of work material to form a chip. As chip is removed‚ new surface is exposed. Prof. S.K. Choudhury‚ Mechanical Engineering Department‚ IIT Kanpur 4 Cutting Tools & Types of Machining A Typical Lathe Tool Wedge-Shaped tool
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A STUDY OF SELF SUPPORTING HELICAL STAIRCASE A Project \ Presented to the Department: of Civil Engineering Science Brigham Young University In Partial Fulfillment of the Requirements for the Degree Master of Civil. Engineering by Harshad J. Shah April 1973 . This project‚ by Harshad J. Shah‚ is accepted in its present form by the Department of Civil Engineering Science of Brigham Young University as satisfying in part the requirements for the degree of Master of Civil Engineering
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End Examination-Model Question Paper-May 2012 B.Tech - Common to BEM/BMA/BME Course: MEE214-Strength of Materials (Assume suitable date if required) Time: Three Hours Max Marks: 100 Part–A (10 X 2 = 20 Marks) 1. A bar of varying crosssection consists of two sections of lengths l1 and l2 with cross sections A1 and A2 respectively. It is subjected to an axial pull F . Find the total elongation. 2. The Young‘s modulus of a material is 200kN/mm2 and its rigidity modulus is 80kN/mm2 . Determine
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A beam is a structural member (horizontal) that is design to support the applied load (vertical). It resists the applied loading by a combination of internal transverse shear force and bending moment. An accurate analysis required in order to make sure the beam is construct without any excessive loads which affect its strength. A bending moment exists in a structural element when a moment is applied to the element so that the element bends. Moments and torques are measured as a force multiplied
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Introduction The unconsolidated undrained (UU) Triaxial Test is a quick method of estimating the shear strength of a soil. The soil which undergoes the test is sheared to failure without prior consolidation meaning this test is perfect for soil samples which are undisturbed however this is never the case. This means that results have to be interpreted with care so the undrained shear strength of the soil is not underestimated. For the purpose of this test I used the results posted by Dr.Brian Mc
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Risk Factors ...................................................................................5 2.2.1 Fault Reactivation ............................................................................................................6 2.2.2 Induced Shear Failure ......................................................................................................6 2.2.3 Borehole Instability .........................................................................................................6
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CONTENT 1 INTRODUCTION 1 2 LITERATURE REVIEW 2 3 STRUCTURAL REVIEW 7 3.1 General 7 3.2 Evaluation of Beams 7 3.3 Evaluation of the Slab 12 4 STRUCTURAL ANALYSIS FROM STRUCTURAL ANALYSIS SOFTWARE SAP2000 v15.0.0 14 5 RECOMMENDATION 18 5.1 Proposed Modification for the structure 18 INTRODUCTION Ambatale water treatment plant (Ambatale WTP) is one of the main potable water treatment plant implemented in 1960 and is operated by the National Water Supply & Drainage Board (NWS&DB)
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fy = 460 N/mm2‚ fy‚ links = 250 N/mm2. The beam is exposed to a mild condition. a) Determine whether the beam is singly or doubly reinforced beam. b) Determine the main reinforcement for the beam using a design chart. c) Determine the shear reinforcement for the beam. d) Check whether the deflection of the beam is acceptable. e) Sketch the detailed cross section of the beam indicating the reinforcements in (b) and (c). a) Determine whether the beam is singly or doubly reinforced
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viscometer. The intrinsic viscosity of the solution was found along with other quantities such as shear stress and shear rate for example. The objective of this laboratory experiment was to measure and determine the viscosities of glycerol/water solutions using a rotational viscometer. Introduction Viscosity is a significant property of materials‚ it is a measure of the resistance to deformation under shear stress. If one were to measure a material’s resistance to a change in motion under a specific
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