The Waddell A-Truss Bridge

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Presentation transcript:

The Waddell A-Truss Bridge Designing and Building File-Folder Bridges as an Introduction to Engineering The Waddell A-Truss Bridge COL Stephen Ressler, P.E., Ph.D. Department of Civil & Mechanical Engineering U.S. Military Academy, West Point

Objectives Learn about structural engineering: Through a hands-on bridge-building project.

A Typical Bridge-Building Project Students build a bridge, based on... A picture. A vague idea of what a bridge should look like. Bridges are weighed. Bridges are tested to failure. Highest strength-to-weight ratio wins. What do students actually learn from this experience?

What They Don’t Learn The Essential Characteristics Of Engineering A systematic design process precedes construction. Engineers design; Contractors build. The design process is informed by math and science. Design is iterative. Structures are designed to carry code-specified loads safely and economically. Designed to stand up, not to fail. Strength-to-weight ratio is never the objective.

Why File Folders? Inexpensive. Easy to cut, bend, and glue. Surprisingly predictable structural behavior. Can be used to build: Tubes and bars. Connections that are stronger than the attached structural members.

This allows time for the glue to dry Our Agenda Introduction to Truss Bridges Start building a truss Forces and equilibrium Continue building the truss Structural analysis Finish the truss Materials testing Structural evaluation Structural design Manual method Using the West Point Bridge Designer This allows time for the glue to dry

These concepts could be taught in the context of this project What You Need to Know For building a file-folder bridge: NONE For analyzing a file-folder bridge: Basic algebra Geometry – Pythagorean Theorem Trigonometry – sine and cosine Physics – forces, equilibrium Computers – spreadsheets For the West Point Bridge Designer These concepts could be taught in the context of this project

What is a Truss? A structure composed of members connected together to form a rigid framework. Usually composed of interconnected triangles. Members carry load in tension or compression.

Component Parts Support (Abutment)

Standard Truss Configurations

Types of Structural Members These shapes are called cross-sections.

Types of Truss Connections Pinned Connection Gusset Plate Connection Most modern bridges use gusset plate connections

Waddel “A Truss” Bridge over Lin Branch Creek Trimble, MO Let’s build this bridge... Waddel “A Truss” Bridge over Lin Branch Creek Trimble, MO

We’ll talk about how it was designed later... The Design Design Requirements: Span–30 cm Loading–5 kg (at midspan) 10 mm x 10 mm Tube Doubled 4 mm Bar Doubled 2 mm Bar We’ll talk about how it was designed later...

Our A-Truss Bridge

Materials & Equipment File folders Yellow carpenter’s glue or similar Building board (Styrofoam or cork) Earthquake/Museum Hold compound Scissors Ruler or bending device Teacher will provide measurements for material

Prefabrication of Members Cut out bars Cut out and assemble tubes Cut out gusset plates Trim bars and tubes to length

Trim Bars and Tubes to Length Bottom Chords (2 per team)

Trim Bars and Tubes to Length Bottom Chords (2 per truss assembly)

Trim Bars and Tubes to Length Verticals (2 per truss assembly)

Trim Bars and Tubes to Length Verticals (2 per truss assembly)

Trim Bars and Tubes to Length End Posts (2 per truss assembly)

Trim Bars and Tubes to Length End Posts (2 per truss assembly)

Set up the Building Board Each Team Member: Place the layout drawing on your building board.

Organize your work space . Allow for a good, well organized work space. Gather all supplies necessary for the bridge building. Place your template for a truss on the desk or work top. Tap the template to the table to prevent it from moving or slipping.

Add Gusset Plates Place Gusset Plate A at its correct location on the layout drawings. Hold it in place with earthquake hold compound (supplied by the teacher).

Add Gusset Plates Repeat the process for Gusset Plates B, C, and D. Ignore the pins in the picture below. We are utilizing earthquake hold to keep our gussets in place on top of our template.

Add Bars Apply a line of glue along the bottom edge of Gusset Plates A, B, and C. Place a 2 mm bar in position as the bottom chord AC. Stretch tight and hold in place with two pins.

Add Bars Apply glue to Gusset Plates B and D. Place a 4 mm bar in position as the vertical member BD. Stretch tight and hold in place with your fingers. Each team should now have two of these subassemblies — the lower half and the upper half of one truss.

Add Tubes For the bottom half of the truss (one per team): Apply glue to Gusset Plates A and D. Place a 10mm x 10mm tube in position as end post AD. Hold in place for a minute until the glue sets.

Add Tubes Apply glue to Gusset Plates C and D. Place a 10 mm x 10 mm tube in position as end post AD. Hold in place for a minute until the glue sets.

Add Tubes Cut a 2 cm length of 10 mm x 10 mm tube. Apply glue to Gusset Plate B. Place the tube vertically on the gusset plate. Hold in place for a minute until the glue sets.

The Finished Half-Truss Allow all glue joints to dry.

Forces, Loads, & Reactions Force – A push or pull. Load – A force applied to a structure. Reaction – A force developed at the support of a structure to keep that structure in equilibrium. Self-weight of structure, weight of vehicles, pedestrians, snow, wind, etc. Forces are represented mathematically as VECTORS.

Equilibrium Newton’s First Law: An object at rest will remain at rest, provided it is not acted upon by an unbalanced force. A Load... ...and Reactions

Tension and Compression An unloaded member experiences no deformation Tension causes a member to get longer Compression causes a member to shorten

Tension and Compression EXTERNAL FORCES and INTERNAL FORCES Must be in equilibrium with each other.

Assemble the Two Halves Detach the gussets and both halves of the truss. Carefully separate the truss from the template. Prepare your template for the second gusset and bar assembly..

Assemble the Two Halves Put glue on the tubes at A, B, C, and D. Place the upper half onto the lower half. Stretch the bars tight and hold until the glue has set.

Assemble the Two Halves Allow all glue joints on the completed truss to dry.

Finish the Truss

Place the Structure into Service The completed bridge Load test with 5 lb.of weight suspended from midspan

Model the Structure 15 cm D A B C mass=5 kg =2.5 kg per truss

Proceed with Caution! Math Calculations follow pertaining to the structural analysis of bridge components. The following are qualified mathematical equations to help determine structural adequacy for this bridge Only the brave and mathmatically inclined student should proceed Be extremely careful…you might learn something

Draw a Free Body Diagram 15 cm D A B C x y RA RC 24.5N mass=2.5 kg

Calculate Reactions Total downward force is 24.5 N. Total upward force must be 24.5 N. Loads, structure, and reactions are all symmetrical. RA and RC must be equal.

Calculate Reactions 15 cm 15 cm D 15 cm A B C y 12.3 N RA RC 24.5 N x

Method of Joints Isolate a Joint. 15 cm C B D RC 24.5 N 12.3 N A y x

Method of Joints Isolate a Joint. Draw a free body diagram of the joint. Include any external loads of reactions applied at the joint. Include unknown internal forces at every point where a member was cut. Assume unknown forces in tension. Solve the Equations of Equilibrium for the Joint. FAD A x y FAB 12.3 N EXTERNAL FORCES and INTERNAL FORCES Must be in equilibrium with each other.

Equations of Equilibrium The sum of all forces acting in the x-direction must equal zero. The sum of all forces acting in the y-direction must equal zero. For forces that act in a diagonal direction, we must consider both the x-component and the y-component of the force. 12.3 N A x y FAD FAB

Components of Force A (FAD)y (FAD)x q FAD q A If magnitude of FAD is represented as the hypotenuse of a right triangle... Then the magnitudes of (FAD)x and (FAD)y are represented by the lengths of the sides.

Trigonometry Review x y q Definitions: H Therefore:

Components of Force y (FAD)y FAD q=? q=? 45o x A A (FAD)x Therefore:

Equations of Equilibrium 0.707 FAD FAD A x y FAB 12.3 N ? FAB=12.3 N (tension) FAD=17.3 N (compression)

Method of Joints...Again Isolate another Joint. 12.3 N A 15 cm C D RC B 24.5 N y x

Equations of Equilibrium FBD FBC=12.3 N (tension) FAB FBC B x y 24.5 N FBD=24.5 N (tension)

Results of Structural Analysis D B 24.5 N 12.3 N (T) 24.5 N (T) 17.3 N (C) Do these results make sense?

Results of Structural Analysis D B 24.5 N 12.3 N (T) 24.5 N (T) 17.3 N (C) In our model, what kind of members are used for tension? for compression?

TENSILE STRENGTH ≠ COMPRESSIVE STRENGTH Materials Testing Strength – The largest internal force a structural member can experience before it fails. Failure – The condition that occurs when the internal force exceeds the strength of a member TENSILE STRENGTH ≠ COMPRESSIVE STRENGTH

A Hydraulic Testing Machine

Our Low-Budget Testing Machine Notch Loading Arm Pivot C-Line Temporary Support T-Line Felt Pads Base Post

Testing Tensile Strength The test setup.

Testing Tensile Strength Clamp the test specimen to the lever arm.

Testing Tensile Strength Slowly add sand to the bucket.

Testing Tensile Strength When the specimen breaks, weigh the bucket and compute the tensile strength.

The Principle of the Lever

Results of Tension Testing Tensile strength depends on: Type of material Thickness of cross-section Width of cross-section Tensile strength does not depends on: Length of member Shape of cross-section

Process the Experimental Results Convert from grams to newtons Apply the Principle of the Lever to calculate strength

Graph the Results

Testing Compressive Strength The test setup.

Testing Compressive Strength A compression specimen at failure.

Results of Compression Testing Compressive strength depends on: Type of material Length of member Width and thickness of cross-section Shape of cross-section Bar Tube

Graph the Results “Best fit” curve “95% confidence” curve

Structural Evaluation Is the internal member force less than the strength for each member? Calculate the Factor of Safety:

Tensile Strength of Member AC Doubled 2 mm bar

Factor of Safety for Member AC Structures are normally designed for a FS of at least 1.6.

Strength of Member AD “95% confidence” curve 80 N 21.2

Summary File-folder bridges: The West Point Bridge Designer: Accurate representation of real bridges Vehicle for learning engineering concepts. Design based on authentic applications of math, science, and computer technology. The West Point Bridge Designer: Experience the engineering design process. Free! The West Point Bridge Design Contest: Please help us make it successful!