Drawbar configuration Adjustable? Separate technical unit No In-plane? Yes Integral part of chassis Yes Stepped offset? No Angled < 10° No Yes No Large.

Slides:



Advertisements
Similar presentations
SHIP LOAD DIAGRAMS A ship may be regarded as : Non-uniform beam
Advertisements

Assembly Instructions DucoSlide Luxframe Controllable TOP BOTTOM L.H. R.H. Control side FRONT SIDE in open position REAR SIDE in open position 1.
G. Lucas and Xin Zhao University of Huddersfield, UK
Structural Bracings Presentation by V. G. Abhyankar
Sheet-Metal Forming.
TECH 104 – Technical Graphics Communication
SHEAR IN BEAMS. SHEAR IN BEAMS Example (4.1): A rectangular beam has the dimensions shown in Figure 4.12.a and is loaded with a 40 ton concentrated.
Modeling for Analysis CE Design of Multi-Story Structures
Standard Frame w/ ¼” offset In this configuration, the side jambs and the head jamb are bolted. The jambs are formed at a 90° angle. The face of the head.
10 ft of veneer, out-of-plane (section property, distributed mass) 10 ft wood-stud frame, in-plane (realistic hysteresis) ¼ of mass of 10 ft of in-plane.
1 EDM Calculations ASM 215 EDM CALCULATIONS. 2 EDM Calculations HORIZONTAL DISTANCE MEASUREMENT n In plane surveying, the distance between two points.
Motion on an inclined plane Find velocity from acceleration Introduction to Force and motion.
CE 230-Engineering Fluid Mechanics Lecture # 4and5 Fluid properties (2)
Magnet rotated by 5.9 degree Distance from entrance point to magnet right bottom corner m.
ENGR 225 Section
PROBLEM-1 State of stress at a point is represented by the element shown. Determine the state of stress at the point on another element orientated 30
Press Operations & Types of Dies
Shear Flow. Beams Subjected to Bending Loads So why did these Beams split down Their length?
Chapter 10 Web splice.
Shear Forces and Bending Moments in Beams
Design Example The 10” TH. wall system shown in the figure below is to be checked for a service gravity load of 3 Kips/ft and a lateral load of 25 Kips,
Frames and Walls Lateral Stability
TOPICS COVERED Building Configuration Response of Concrete Buildings
GTSTRUDL The GTSTRUDL Base Plate Wizard A Module for the Modeling and Analysis of Base Plates Rob Abernathy CASE Center GTSUG June, 2008 Las Vegas, NV.
Eng Ship Structures 1 Hull Girder Response Analysis
1 Chapter 6: Motion in a Plane. 2 Position and Velocity in 2-D Displacement Velocity Average velocity Instantaneous velocity Instantaneous acceleration.
Moment Connection Requires Bolts Outside the Flanges
Section 1-4 Angles and their Measures. Angle Formed by two rays with a common endpoint –T–The rays are the sides of the angle –T–The common endpoint is.
Spare Parts List (not to scale)
Torsional Resistance of Standard Steel Shapes
Unit Three Lesson 1 Defining Success Using the coordinate plane to graphs vertices and derive the area formula.
Machines. Simple Machines  Work out is less than or equal to Work in.  Force out can be greater than Force in.
Beams - structural members supporting loads at various points along the member. Transverse loadings of beams are classified as concentrated loads or distributed.
Solving Problems with Triangles LG: I can use my knowledge of right and oblique triangles to solve problems.
Two Simple Machines. Inclined Plane An inclined plane is a slanting surface connecting a lower level to a higher level.
Chapter 7 Natural convection systems. 7-1 Introduction  natural or free convection: the motion of the fluid due to density changes arising from heating.
A View of NCSX Structural System and Load Path for the Base Support Structure.
Mechanics of Materials Shear Stress and Shear Flow In Beams))
Section Views  In this tent you will learn a basic understanding on how full section views and offset section views work.
Axial Force Definition: Force which is parallel to the longitudinal axis of the member.
Warm up 1)Write a definition for each of the following: Gravity Force Inertia 2) Identify the forces acting on this crate on a ramp.
Copyright © 2009 Pearson Education, Inc. Chapter 9 Section 1 – Slide 1 AND.
The Coordinate Plane. We have worked with both horizontal and vertical number line s Horizontal
Chapter 10 – Topics in Analytic Geometry. Section 10.1 – Lines.
SECTION 8 - RACKING (BRACING) AND SHEAR FORCES STUDENT HANDOUT
Simple Machines There are 6 basic types. 1 - INCLINED PLANE An inclined plane is a flat, sloped surface How it works: *It increases distance and decreases.
Bellwork There are two different points on the line that are exactly 10 units from the point Find the coordinates of the points.
Deform -  What it means to change shape.
EML 4230 Introduction to Composite Materials
By: Amanda Hui & Jessica Lu
EML 4230 Introduction to Composite Materials
Inclined Planes.
Date of download: 12/16/2017 Copyright © ASME. All rights reserved.
Week 2 Experimentation TS Term 2.
Chapter-2 Parts of Steel Bridges.
Chapter four: Structures
From: Electrohydrodynamics of Thin Flowing Films
UNIT – III Syllabus (a) Projection of planes: Introduction, types of planes, projection of planes, projection of planes perpendicular to both the reference.
(a) Experimental rig designed to test fabricated I-beams under four-point bending. (a) Experimental rig designed to test fabricated I-beams under four-point.
Determining the horizontal and vertical trace of the line
Ch. 2: Fundamental of Structure
DEFINITION OF TALL BUILDINGS From the structural design point of view, it is simpler to consider a building as tall when its structural analyses and.
One point perspective.
Virtual testing based approval
Concrete is Brittle It fails (cracks) at the angle of principal tension.
Potential Energy Problems
Drawbar a separate technical unit
Structure I Course Code: ARCH 208
Proposals from IWG-R55 to GRRF-82
Statics Course Code: CIVL211 Dr. Aeid A. Abdulrazeg
Presentation transcript:

Drawbar configuration Adjustable? Separate technical unit No In-plane? Yes Integral part of chassis Yes Stepped offset? No Angled < 10° No Yes No Large shear area? No Yes Rigid drawbar classification

Decision guidance for rigid drawbar classification 1.Is the drawbar adjustable in length, height or inclination? 1.YES: SEPARATE TECHNICAL UNIT 2.NO: continue to item 2 2.Is the drawbar in-plane with the chassis frame? 1.YES: INTEGRAL PART OF THE CHASSIS 2.NO: continue to item 3 3.Is the drawbar offset from the chassis plane giving a distinct step in force flow? 1.YES: continue to item 4 2.NO: continue to item 5 4.Is the length of the individual shear plate connecting the drawbar to the chassis frame more that four times the vertical off-set of the drawbar from the mid-plane of the chassis frame? 1.YES: INTEGRAL PART OF THE CHASSIS 2.NO: SEPARATE TECHNICAL UNIT 5.Does the drawbar have a section that is inclined more than 10 degrees from the plane of the chassis frame? 1.YES: SEPARATE TECHNICAL UNIT 2.NO: INTEGRAL PART OF THE CHASSIS 2013 sept 03Bolennarth Svensson, VBG & Didier Turlier, Lohr

H L Drawbar Frame L/H≥4 : Large shear area L/H<4 : Small shear area 2013 sept 03Bolennarth Svensson, VBG & Didier Turlier, Lohr Large shear area criterion

L H Drawbar Frame 2013 sept 03Bolennarth Svensson, VBG & Didier Turlier, Lohr Large shear area criterion H L Drawbar Frame Large shear area – Integrated part Small shear area – Separate technical unit Force transfer in shearing Force transfer in bending