Ph.D. Preliminary Qualifying Examination. Cover Page. Thermodynamic. January 17, 2013 (Thursday) 9:30 am 12:30 noon Room 2145 Engineering Building

Similar documents
Please do not open this exam until you are told to do so.

EXAMPLE 1-4 EXAMPLE 1-5

Theory of Structures-I (CE-206)

1. Enumerate the most commonly used engineering materials and state some important properties and their engineering applications.

Materials. Density, Hooke's law, Young modulus. 174 minutes. 174 marks. Page 1 of 29

General Layout. Eng. Maha Moddather

DESIGN OF MACHINE MEMBERS-I

Finite Element Study of Using Concrete Tie Beams to Reduce Differential Settlement Between Footings

(1) Brass, an alloy of copper and zinc, consists of 70% by volume of copper and 30% by volume of zinc.

A STUDY ON PATTERN DAMAGE OF FINGER JOINTS IN BAMBOO LAMINATED BEAMS

2.3 SPECIFIC DESIGN DHS PURLINS

Hours / 100 Marks Seat No.

Connection and performance of two-way CLT plates

Glulam Connection Details

Moment Resisting Connections for Load Bearing Walls

Technical Data Sheet. T E C H N I C A L D A T A S H E E T Superprop. Mass 25 Mass 50 M AT 125 Superprop. MU Bridging

The Behaviour Of Round Timber Sections Notched Over The Support On The Tension Face. Justin Dewey

Abaqus Beam Tutorial (ver. 6.12)

Design Manual for M.C.M.E.L ALUMINUM STAIRCASE System

Section Member. H (in.) WT. lb./ft. Pull Out Strength Slip Resistance Torque Size / Thread All Series

Two basic types of single

K L Rakshith, Smitha, International Journal of Advance Research, Ideas and Innovations in Technology.

Sliding shear capacities of the Asymmetric Friction Connection

VERSA-LAM. An Introduction to VERSA-LAM Products

Note: Conditions where bending loads are imposed on the bolt e.g. non-parallel bolting surfaces, should be avoided.

Harrison Sprague P15571 Sun Tracker Stress Analysis U-Bracket Stress (Rev 1) Analysis

Hang-TITE Rod Hanger Screws

EG - Engineering Graphics

A Study On Bracing Systems On High Rise Steel Structures Jagadish J. S [1], Tejas D. Doshi [2]

Composite Sections. Introduction BETON PRATEGANG TKS Session 10: 2015/4/27

Modelling of Rebar and Cable Bolt Behaviour in Tension/Shear

AN INNOVATIVE FEA METHODOLOGY FOR MODELING FASTENERS

CROS S L A MINAT ED TIMBER S TRUCTURES

Korean standards of visual grading and establishing allowable properties of softwood structural lumber

Failure of Engineering Materials & Structures. Code 34. Bolted Joint s Relaxation Behavior: A FEA Study. Muhammad Abid and Saad Hussain

A novel procedure for evaluating the rotational stiffness of traditional timber joints in Taiwan

Vertical Struts. P16603: Work Piece Movement Jonathan Sanabria April 19, Contents

Wall mounting with holding profile

1/2/2016. Lecture Slides. Screws, Fasteners, and the Design of Nonpermanent Joints. Reasons for Non-permanent Fasteners

Eurocode EN Eurocode 3: 3 Design of steel structures. Part 1-1: General rules and rules for buildings

Power Threads. Shigley s Mechanical Engineering Design

Section Downloads. Terminology Outline. Industry Standards/ Publications. American Softwood Lumber Standard ANSI/TPI 1. Section 02: Terminology

General Certificate of Secondary Education June 2012

PET & Steel Strapping Tools

FREE BODY DIAGRAMS WITH ANIMATED GIF FILES

Study on embedded length of piles for slope reinforced with one row of piles

BEARING CAPACITY CHECK OF ALUMINUM PROFILES

AN IMPROVED SHEAR TEST FIXTURE USING THE IOSIPESCU SPECIMEN

Prying of a Large Span Base Plate Undergoing a Moment Load Applied by a Round Pier

Keywords: Bracing bracket connection, local deformation, selective pallet racks, shear stiffness, spine bracings.

UNIVERSITY OF CAMBRIDGE INTERNATIONAL EXAMINATIONS International General Certificate of Secondary Education DESIGN AND TECHNOLOGY 0445/04

European Technical Assessment ETA 15/0029 of 12/06/2017

CH # 8. Two rectangular metal pieces, the aim is to join them

Finite Element Modeling and Analysis of Aged Timber Trusses located in Northern Italy

TUTORIAL 4: Combined Axial and Bending Problem Sketch Path Sweep Initial Project Space Setup Static Structural ANSYS

HOLLOW CORE PRODUCTS GROUNDED IN STRENGTH

PIPE/CONDUIT SUPPORTS

Optimal Design Of Mechanism For Stirrup Making Machine - A Computer Approach

IDEA Connection New CBFEM design of steel joints

Strength of Material-I (CE-207)

LESSON PLAN. TOPIC DAY Unit 1 Introduction Concept of engineering mechanics definition of mechanics, statics, dynamics,

Dynamic Analysis of Infills on R.C Framed Structures

STRUCTURAL TIMBER DESIGN

TECHNICAL MANUAL. TERADOWEL and ULTRADOWEL. Reliable Dowel System for Floor Joints

Finite Element Analysis per ASME B31.3

Cast-in Ferrule Connections Load/Displacement Characteristics in Shear

Glulam Curved Members. Glulam Design. General Glulam Design. General Glulam Beams are Designed in the SAME Manner as Solid Sawn Beams

Forming and Shoring Product Selector

CORRIGENDA TO STEEL CONNECTIONS SERIES 1 AND 2 Version 2

Structural Strength of Lapped Cold-Formed Steel Z-Shaped Purlin Connections with Vertical Slotted Holes

FASTENERS - BOLTED CONNECTIONS

Robo-Sloth: A Rope-Climbing Robot

Physics Lab 2.2: Tug-of-War

Nonlinear behavior of Reinforced Concrete Infilled Frames using ATENA 2D

Sprocket and Hub Bolt Analysis for Slip-Critical Bolted Applications in Mining and Mineral Processing Equipment

a) If a bolt is over-tightened, which will fail first the bolt, or the plastic?

LVL8 H1.2 GENERAL FRAMING. Eco Friendly Revolutionary H1.2 Treatment Azotek by Zelam

EPS Allowable Stress Calculations (Rev. 2)

Quick Connect Moment Connection

Bhagwan mahavir college of Engineering & Technology, Surat.

Double Shear Testing of Bolts

Reed pipe tools and vises

nineteen Wood Construction 1 and design APPLIED ARCHITECTURAL STRUCTURES: DR. ANNE NICHOLS FALL 2016 lecture STRUCTURAL ANALYSIS AND SYSTEMS ARCH 631

LP SolidStart Laminated Strand Lumber (LSL) and Laminated Veneer Lumber (LVL) Louisiana-Pacific Corporation Revised July 21, 2017

SIMULATION AND EXPERIMENTAL WORK OF SINGLE LAP BOLTED JOINT TESTED IN BENDING

Load Cells Shear beam load cells SIWAREX WL230 SB-S SA

Experimental and numerical study of nailed laminated timber elements for in plane and transverse loading

TIMBER HANDRAILS & BALUSTRADES

Interference Fits Interference Fits Reference Lecture 15 Notes

Dowel connections in laminated strand lumber

Technical Data Sheet. Eurocode Compliant. T E C H N I C A L D A T A S H E E T Superprop. Mass 25 Mass 50 MAT 125 Superprop

Effect of Pile Bending Stiffness on Static Lateral Behavior of a Short Monopile in Dry Sand

Clamping devices 521

SPIETH Locknuts. Series MSW. Works Standard SN 04.03

M-RAIL Sismet Road, Mississauga, L4W 1V6 TEST REPORT FOR MLEVEL GUARD SYSTEMS

AutoCAD Inventor - Solid Modeling, Stress and Dynamic Analysis

INFLUENCE OF PILES ON LOAD- SETTLEMENT BEHAVIOUR OF RAFT FOUNDATION

Load application in load cells - Tips for users

EFFECTS OF GEOMETRY ON MECHANICAL BEHAVIOR OF DOVETAIL CONNECTION

Glued laminated timber beams repair.

Transcription:

GENERAL INSTRUCTIONS: COLLEGE OF ENGINEERING MECHANICAL ENGINEERING Ph.D. Preliminary Qualifying Examination Cover Page Thermodynamic January 17, 2013 (Thursday) 9:30 am 12:30 noon Room 2145 Engineering Building This examination contains five problems. You are required to select and solve four of the five problems. Clearly indicate the problems you wish to be graded. If you attempt solving all of them without indicating which four of your choice, the worst four problems will be considered. Note that Problem 1 is mandatory. Do all your work on the provided sheets of paper. If you need extra sheets, please request them from the proctor. When you are finished with the test, return the exam plus any additional sheets to the proctor. For identification purposes, please fill out the following information in ink. Be sure to print and sign your name. This cover page will be separated from the rest of the exam before the exam is graded. Write your student number on all exam pages. Do not write your name on any of the other exam pages. Name (print) Signature Student Number

Solid Mechanics January 17,2013 This is one of five problems. You are required to work four of the five problems, and Problem #1 is Mandatory. Clearly indicate which problems you are choosing. Show all work on the exam sheets and write your student personal identification (PID) number on each sheet. Do not write your name on any sheet. #1 The arrangement shown for the rigid bar has a simple support and is suspended by two bars made of brass and steel. The bars are fixed at both ends. Find (a) the vertical deflection of point D and (b) the forces in the brass and steel bars. The cross sectional areas of the brass and steel bars are 50 cm 2 and 25 cm 2, respectively. The elastic moduli for bras and steel are 97 GPa and 207 GPa, respectively. Brass 0.3 m Steel 0.5 m 0.25 m 0.25 m Rigid Bar D 100 N

Solid Mechanics January 17,2013 This is one of five problems. You are required to work four of the five problems, and Problem #1 is Mandatory. Clearly indicate which problems you are choosing. Show all work on the exam sheets and write your student personal identification (PID) number on each sheet. Do not write your name on any sheet. 2. The wall crane supports a load of 700lb. Determine the horizontal and vertical components of reactions at the pins A and D. Also, what is the force in the cable at the winch W. The jib ABC has weight of 100 lb and member BD has weight of 40 lb. Each member is uniform and has a center of gravity at its center. (Must draw free body diagram of each component before starting calculations.)

Solid Mechanics January 17,2013 This is one of five problems. You are required to work four of the five problems, and Problem #1 is Mandatory. Clearly indicate which problems you are choosing. Show all work on the exam sheets and write your student personal identification (PID) number on each sheet. Do not write your name on any sheet. 4. Determine the normal force, shear force, and moment at sections passing through E and F. Member BC is pinned at B and there is a smooth slot C (allowing horizontal motion). (Must draw free body diagram for each section, calculate support reactions, reactions at B and C)

Solid Mechanics January 17,2013 This is one of five problems. You are required to work four of the five problems, and Problem #1 is Mandatory. Clearly indicate which problems you are choosing. Show all work on the exam sheets and write your student personal identification (PID) number on each sheet. Do not write your name on any sheet. 5. The pipe assembly supports the vertical loads as shown. Determine the components of reactions at the ball and socket joint A and the tension in the supporting cables BC and BD. (Must draw free body diagram before starting calculations.)

Solid Mechanics January 21, 2009 This is one of five problems. You are required to work four of the five problems. Clearly indicate which problems you are choosing. Show all work on the exam sheets and write your student personal identification (PID) number on each sheet. Do not write your name on any sheet. #3 Draw the shear and bending moment diagrams for the following beam with the shown distributed load, one concentrated load and two unknown reactions R A and R B : 1kN/m 1.5 kn R A 2m 2m 1m 1m Show all your work with magnitude of shear and bending moment and identify the location where shear vanishes, and the location where maximum bending moment occurs. R B

Solid Mechanics January 21, 2009 This is one of five problems. You are required to work four of the five problems. Clearly indicate which problems you are choosing. Show all work on the exam sheets and write your student personal identification (PID) number on each sheet. Do not write your name on any sheet. #4 In the structure shown below members ABC, BDE and CD are assumed to be solid rigid members. The structure is pinned to the ground at A and supported by a roller at E. For this structure: A. Draw the Free Body Diagram for member BE showing all support forces and loads. B. Determine the values of all the support forces acting on BE. C. Draw the diagrams for the bending moment and shear force distributions along member BE. Unless otherwise indicated, all joints and support points are assumed to be pinned or hinged joints.

Solid Mechanics January 21, 2009 This is one of five problems. You are required to work four of the five problems. Clearly indicate which problems you are choosing. Show all work on the exam sheets and write your student personal identification (PID) number on each sheet. Do not write your name on any sheet. #5. An element in a structural material is stressed as shown below. The values of shear, compression and tension are 100, 600 and 600 MPa, respectively. Find (a) the principal stresses and angle of the plane on which it occurs, and (b) the maximum shear stress and the angle of the plane on which it occurs.