🟦 9.1 Introduction to trusses
Trusses are structures that are composed of members connected at their ends with pin connections.
For stability, each truss panel is comprised of three members at the perimeter. As a result, trusses tend to take the shape of a sequence of connected triangles. This phenomenon is called triangulation.
True trusses are only loaded at the nodes (at the pins).
❏ Basic truss terminology
As an introduction to trusses, let's consider the structure in the images below. A hexagonal table has been manufactured with three custom slots. Cylindrical discs are placed in the slots. Connections are made with three nails and three rubber bands.
While few people would describe this particular structure as a truss, it behaves like one, and for that reason will serve as an excellent introduction to a new and tricky topic.
Let's assume that the three rubber bands are identical in every way, and stretched equal amounts. That means that each carries the same magnitude of tension force.
The discs (with nails) are the nodes and the rubber bands are the members.
Let's also assume that the discs are heavy enough that the system depicted is in static equilibrium.
Consider the FBD of global equilibrium below. The structure has removed from the hexagonal table and the effects of the table are depicted as the three normal forces (N). Note that in this FBD, the forces exchanged between the nodes and members aren't shown.
Then, inspect the exploded FBDs. Each node and each member has been detached and drawn in equilibrium.
❏ Global equilibrium of the truss
❏ Exploded FBDs of the nodes and members
Pay special attention to the Newton's Third Law (N3L) pairs in the exploded FBD.
Remember that Newton's Third Law pairs are equal in magnitude but opposite in direction. They represent interactions between adjacent elements.
Did you also notice that the rubber bands were cut to expose the tension? That's important too.
If you make a cut through a member, you can accurately depict the force as one that induces internal tension in the rubber band.
This is a hard concept to understand, because the rubber band is in contact with the nail shaft. That means that the transfer of force between the bodies is compressive (a push).
As we're far more interested in what the connection does to the rubber band, we depict the force on the rubber band as tension (arrows away from the body) with respect to a cut plane.
❏ Internal normal or axial force
Takeaways from the introductory example:
(1) Global equilibrium is still important. We can use the three planar (2D) equations of equilibrium to solve for unknown reactions at engineering connections (pins and rollers).
(2) We can also investigate nodal equilibrium. Since the forces in each nodal FBD are concurrent, we can solve for unknowns using two equations of equilibrium: force equilibrium in the x-direction and in the y-direction.
❏ Equations of equilibrium
🟦 9.2 Trusses in the wild
Trusses can be of any size or scale, but we often associate them with bridge structures, such as the Okuma bridge depicted at left, located in Yokohama, Japan.
Trusses act a little like beams -- except that most of the material is cut away.
A truss that spans a certain distance is significantly more efficient (cheaper, uses less material) than a beam with the same span and load.
Image source: Public domain
❏ A large-scale truss structure in Yokohama, Japan
🟦 9.3 "Two-force" or axial members
True trusses are comprised solely of two-force members or axial members. The former terminology is common in lower-level courses (like Statics) and the latter is common in higher-level courses (like Structural Analysis).
❏ What are 2FMs?
A two-force member (2FM) is defined as one that:
has pin connections at both ends
does not have any internal or intermediate connections to other members
does not have any applied forces or moments along the member's length.
❏ Why are 2FMs important?
When you identify two-force members early in your problem-solving process, you will save yourself lots of time. This is because each pin has only one unknown (the axial tension or compression).
The key is that the x-direction and y-direction components of that force are coupled. The force components are similar to the x-direction and y-direction components of the member's geometry. We use similar triangles to solve for unknowns.
Let's say that you know Fx and want to solve Fy. Divide Fx by Lx, and then multiply by Ly. That's Fy.
And if you need to know the axial force (the tension or compression along the longitudinal axis), you can solve it with ratios or with the Pythagorean Theorem.
❏ 2FM experience tension or compression:
❏ Which members are 2FM?
❏ How to use the ratio of lengths to solve for force components for a 2FM
❏ 2FM example problem
🟦 9.4 Introduction to Method of Joints
In a truss, we are usually interested in solving for unknown reactions, as well as the forces transferred between various members at the pin connections. The Method of Joints is a systematic way to solve for all of the unknowns in a truss.
The flipbook shows the procedure. Start by using global equilibrium to solve unknown reactions. Then, move systematically from joint to joint (or node to node) throughout the structure. At each node, use the equations of nodal equilibrium:
the force summation in the x-direction equals zero
the force summation in the y-direction equals zero
You have to work strategically: start at a node that is solvable (no more than two unknowns). After each node is solved, apply Newton's Third Law to transfer equal and opposite forces to the next node.
❏ Method of Joints introductory example
🟦 9.5 Zero-force members
Sometimes, under a given loading, a truss member carries no load. When the internal force in a member (under a given loading) is zero, we call that member a zero-force member (ZFM).
Consider Node A. Members 1 and 2 are pin-connected at A. Node A is not subjected to a point load (it is not the location of an applied load or an external reaction force). Member 1 can only exert a horizontal force on A. Since member 1 can't transfer a y-direction force, then the y-direction force in Member 2 must also equal zero. Both members have zero internal force. They are both zero-force members (ZFM).
How about node B? It's unloaded. Members 3 and 4 are collinear (they share the same longitudinal axis. This means that F3 = F4. If you solve for either force, you know that 100% of the force travels through pin B and is picked up by the other member.
Finally, inspect node C. It's unlloaded as well. Three members frame into C. If we only consider the ij coordinate system, we can't identify F7 as a zero-force member. But if we use the xy coordinate system, we can make some important deductions. Members 5 and 6 only have x-direction forces. Since there isn't a force to balance a potential y-direction force in Member 7, the force in Member 7 has to be zero. By summing forces in the x-direction we see that the force in Member 5 must be equal to that in Member 6.
Students often want to know why engineers would design a truss with members that don't carry any force. Consider a long-span truss that supports moving traffic. Car wheels can be modeled as point loads (forces), and as they drive across the bridge, certain truss members are in the load path, and transfer the weight of the car to the bridge supports. Other truss members don't engage until the car drives to a position that puts them in the load path between the car and the support. In other words, one structure can be subjected to an infinite varieties of applied loads.
❏ Unloaded nodes
🟦 9.6 Problem-solving approach for Method of Joints
In this flipbook, you'll see a mapping approach that can be used to fully solve a truss problem using the Method of Joints.
Work this problem yourself.
Please emulate this approach when you work any problem that requires the Method of Joints:
draw the "map" nice and big
work from node to node on the "map"
❏ Flipbook: Method of Joints example
🟦 9.7 Method of Sections
All (statically determinate) trusses can be solved with the Method of Joints. It's a systematic way to solve for all unknowns.
Sometimes, though, we aren't asked to solve for the entire truss. Maybe we just need to solve one particular unknown, such as the internal force in just one member.
The Method of Sections is a useful tool for solving a specific unknown. You completely cut through the truss to expose no more than three unknown internal forces, including the force you want to solve for. Then, you can use the equations of equilibrium on the cut piece to solve the unknowns.
Inspect the flipbook to see how this works.
❏ Flipbook: Method of Sections example
note to self: put the "statics flipbook" picture in the corner
Important: it is only because all truss members are two-force members that we can cut members and represent their internal workings with a single axial force. Later in this course we'll learn about internal shear force and internal bending moment. Both of these happen to be equal to zero in 2FM.
🟦 9.8 Triangulation and stability
A truss panel is stable when it consists of three members connected by three pins.
This is due to triangulation. Triangulation creates stability.
If a truss were to have a pin-connected panel that was bounded with four or more members, it would not be a stable structure.
❏ Stable trusses
This four-member pin-connected panel is called a collapse mechanism if you intended to design a truss.
On the other hand, if you intended to design a machine (an assembly of members that is designed for motion), the four-member panel could be part of your design.
We'll study simple machines a little later in this course. For now, please don't call this type of structure a truss.
❏ A machine in motion
Compare these two trusses. The top truss, with the yellow triangular panels, is stable and statically determinate. This means that such a truss can be solved using the equations of equilibrium.
The bottom truss has four extra members (in green) connecting the nodes.
When a truss has more members than are necessary, the extra members can be called redundant. This type of truss is called statically indeterminate. That means that in addition to the equations of equilibrium, you need a different type of equation to solve such a truss. Civil engineering majors will study these types of trusses in subsequent courses.
❏ Determinate and indeterminate trusses
The top truss is statically determinate. The bottom truss is statically indeterminate.
🟦 9.9 Symbols and signs for reactions and internal forces
Let's use numbers to indicate members and capital letters to indicate nodes.
At engineering connections (pins and rollers), use the node and a directional subscript to label unknown reactions: Ax, Ay, etc. When you report answers for reactions at engineering connections, use cartoon arrows to indicate the sense of your final answer.
For example, you would write: Ax = 12 k ← and Ay = 9k ↓ (see Problem 1 below).
For internal forces in truss members, report final answers with a parenthetical (T) or (C) to indicate tension or compression, respectively. Do not use cartoon arrows for internal forces.
For example, you would write F1 = 5k (T) and F2 = 10k (C) and F3 = 0.
For units, it is best to specify your units at the top of the "map" (e.g. all forces are in kN). If you do that, you don't need to write units on every single vector. That helps keep your calculations neat and clean.
In your global and nodal FBDs, label each force with the proper magnitude, but never use a negative sign. Let the arrow communicate the sense (direction) of each force.
🟦 9.10 Video example (method of joints)
This video tutorial doesn't contain any new content, but the change in modality may help you approach problems efficiently. Watch me solve a truss with the Method of Joints.
❏ Video tutorial: Method of Joints
➜ Practice Problems
Here are some selected truss solutions!
Here are scrambled answers for Problems 1, 2, 3, and 4. Use these to check your work.
0k 0k 5.79k (T) 7.71k → 15k (T) 80k (C) 100k (T) 157 kN (C) 157 kN (C)
Problem 1.
External force Pc has been applied to Truss ABC.
Use the FBD of Node A to solve for F1 and F2.
Report tension as (T).
Report compression as (C).
Problem 2.
An external force of 140 kN has been applied to Truss ABC.
Use the FBD of Node B to solve for F1 and F2.
Report tension as (T).
Report compression as (C).
Hint: this is a symmetric truss, so your calculations should prove that F1 = F2.
Problem 3.
Three external forces have been applied to this truss.
Use the FBD of Node A to solve for F1 and Ax.
For F1, report tension as (T) or compression as (C). It's an internal force, so we report tension or compression.
For Ax, use a cartoon arrow (→ or ←) to report your solution. We report reaction forces with arrows.
Problem 4.
A 60 kip external force has been applied to truss ABC. You need to solve F1, F2, and F3.
To do so, you'll first solve the reactions, using global equilibrium.
Then, use the Method of Joints.
Remember: report internal forces as (T) or (C). Report reactions with cartoon arrows (→, ←, etc.).
Here are scrambled answers for Problems 5, 6, and 7. Use these to check your work.
0 0 0 0 0 0 0 13.3 kN (C) 16.7 kN (T) 18.9k (C) 20 kN (C) 26k (C)
30 kN (C) 120 kN (C) 120 kN (C) 170 kN (T) 220 kN (T)
Problem 5.
Three loads have been applied to this symmetric truss. You need to solve F1, F2, F3, F4, and F5.
Take advantage of symmetry.
Starting with this problem, I'm not making the "map" for you (like in the last problem). You will need to do that for yourself for the remainder of the problem set.
Problem 6.
This truss supports two applied loads.
Solve F1, F2, F3, F4, and F5.
Do so using the Method of Joints.
Problem 7.
This truss is perfectly symmetric and supports four loads.
You need to solve F1, F2, F3, F4, F5, F6, and F7.
Do so using the Method of Joints.
Here are scrambled answers for Problems 8, 9, and 10. Use these to check your work.
10k (T) 13.1k (T) 15.6k (C)
Problem 8.
Use the Method of Sections on this problem.
Solve for the force in Member 5.
Problem 9.
Use the Method of Sections on this problem.
Solve for the force in Member 6.
Problem 10.
This is a symmetric truss.
Solve for the force in Member 1.
