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Free-Body Diagram

Introduction

This tool guides you through a three-step process.

You build trusses, frames, and machines by using drawing tools. You get the free-body diagrams (FBD) for the entire structure and its components. You get the strategy for the solution of the unknown, internal forces.Start-up Window

When you open the tool, you will get the start-up window of Figure-1.

Figure-1: FBD start-up window.

The start-up window consists of six parts:1. Top row pull-down menus.2. Second row buttons.3. Workspace.4. Member-info grid at bottom left.5. Node-info grid at bottom right.6. Status bar at the bottom.

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Mouse Operations

Click: clicking the left mouse button

Drag: moving the mouse while holding down the left mouse button.

Top row pull-down menus

File Menu: File handling operations open saved files, save files, print, etc.

Graph Menu: Choices of workspace-background. Currently, the background is set at

standard.

View Menu: View or hide the Member-info Grid at bottom left, the Node-info Grid atbottom right, and the Status Bar at the bottom.

Help Menu: Takes you to a website where you can watch a movie or download this help

manual.

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Buttons

New File, Open File, Save File, Print Buttons:

Draw FBD Button:

After a structure is built, this button explodes the structure into its components and shows theFBD of each component.

Figure-2: Draw FBD Button

Fit-to-Screen, Zoom-in, Zoom-out, Zoom Factor Buttons:

Scale and Units Buttons:

These two buttons work together. With the scale button, you can specify one square of the

background equalsNnumber of units, whereN = 1,5,10, etc. units.

With the unit button, you can set the length unit to meters, inches, etc.

Beams/Rods Buttons:

Figure-3: Beam/rod elements

These buttons create, from left to right, a straight, L-shaped, or T-shaped member. When you Click

on a beam/rod button, the cursor takes the shape of the member. Click anywhere in the workspaceand the beam/rod is drawn in the workspace as shown in Figure-4, below.

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Figure-4: Straight, L-shaped, and T-shaped members.

When any member is inserted in the workspace, the data-grid at bottom left shows the properties of

the member, and the data-grid at bottom right shows the (x,y) coordinates of the end points (nodes) othe member.

A member is stretched, deformed, and rotated by dragging the nodes (end-points) of the member. Thmembers of Figure-4 are changed into the members of Figure-5 by dragging.

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Figure-5: Deformed members.

Examine Object Button:

The examine object button enables you to specify member dimensions and node locations. When yo

click the examine object button and then click on any member in the workspace, you will get new window as shown in Figure-6. On this window you can edit/enter the length and angular

orientation of a member and you can specify the (x,y) coordinates of the end-points (nodes) of themember.

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Figure-6: Examine object and enter specific dimensions.

Joint Buttons:

Figure-7: Joints

These buttons are used to attach members with a pin-joint or a contact-joint.

A pin-joint can attach two or more overlapping members and can transfer only a reaction force

between the connected members. A fixed-joint can attach two overlapping nodes and can transfer areaction force and a reaction moment between the connected members.

When you click any joint button, the cursor takes the shape of the joint. You can then insert the join the structure by clicking at a desired location, as shown in Figure-8.

Figure-8: Joined members.

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Support Buttons:

Figure-9: Support buttons

These buttons insert, from left to right, pin, contact, clamped, roller, and wheel supports. To insert asupport in the structure, click on the support button (the cursor takes the shape of the support) an

then click on the node that you wish to support. Examples of some supports are shown in Figure-1

Figure-10: Supported members.

Rotate Button:

Figure-11: Rotate buttons

The rotate object button enables you to rotate the supports. After you insert a support in the structureclick on the rotate button to get the window of Figure-12. On this window, you can set the

orientation of the support.

Figure-12: Rotate object window.

Flexible Cable Button:

Figure-13: Flexible cable.

A flexible cable is attached to other members, in a structure, with pin joints. The length and

orientation of a cable is changed by dragging the end nodes with the mouse. A structure with a cableshown in the figure below.

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Pulley Button:

Figure-14: Pulley button

You can insert a pulley by clicking the pulley button and clicking anywhere in the workspace.

You can move the pulley by dragging any point on the circular outline of the pulley. You can movthe cables by dragging the end nodes of the cables. Examples of pulleys are shown in Figure-15.

Figure-15: Pulleys

Loading Button:

Figure-16: Loading button

You can apply loadings on a structure by clicking the loading button and then clicking on thestructure at a point where you wish to apply the load. You can apply as many loading as you wish. T

software offers three different types of loading - point forces, distributed loads, and couples. When

you click the loading cursor on a member, the software shows you a display where you can selectthe properties of the load.

Three radio buttons allow you to select among Point Force, Distributed Force, and Couple.

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Point Force:

In the window of Figure-17, the point force has a magnitude of 2000 units, makes an angle of 60degrees with the horizontal direction, and is at a distance of 12 units from node-B and 8 units from

node-A.

Figure-17: Point force specifications

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Distributed Force:

In the window of Figure-18, the distributed is selected as linear; the span of this distributed force isdefined by the distances of 4 units from node-A and 6 units from node-B. The starting and ending

magnitudes of this ramp load are entered as 2000 and 50 units. The loading makes an angle of 270

degrees with the member.

Figure-18: Distributed force specifications

Couple:

In the window of Figure-19, the couple has a magnitude of 3000 units, is chosen to be counter-clock

wise, and is at a distance of 8 units from node-B and 12 units from node-A

Figure-19: Couple specifications

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Delete Button:

Figure-20: Delete button

By suing this button, you can delete any structural member or loading from the workspace. To remo

an item, click the delete button and then put the delete cursor on an item that you wish to delete an

click.

Example-1: Unsolvable Structures

There are two kinds of unsolvable truss/frame/machine analysis problems: (i) Problems for

which the number of equilibrium equations exceeds the number of internal and support forces.These structures are usually collapsible or non-rigid. (ii) Problems for which the number of

equilibrium equations is less than the number of internal and support forces. These problems

are called indeterminate problems and usually require principles of mechanics of materials.

This software can identify unsolvable problems and displays an error message.

Collapsible Structure

You can build the structure of Figure-21 by using (i) two straight members (ii) one pin joint at node-

(iii) one pin support at node-A, (iv) one roller support at node-C, and (v) a point-force loading at nodB.

Figure-21: Collapsible structure

When you click the draw FBD button, you will get the pop-up window of Figure-22.

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Figure-22: Over-determined/Collapsible structure error.

Indeterminate Structure

You can build the structure of Figure-23 by using (i) three straight members (ii) three pin joints at

nodes-A,B,C, (iii) two pin supports at node-A,C, and (iv) a point-force loading at node-B.

Figure-23: Indeterminate structure

When you left-click the draw FBD button, you will get the pop-up window of Figure-24.

Figure-24: Indeterminate structure error.

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Example-2: The A-Frame

You can build the structure of Figure-25 by using (i) three straight members (ii) three pin joints atnodes-A,B, and C, (iii) one pin support at node-A and a roller support at C. Then two point forces an

a couple are added as the loading on the frame.

Figure-25: Loaded A-Frame

To calculate the loading on each of the three members, and the loading on the pins, one must draw th

FBD for the whole body and each component. To draw the FBD, click the draw FBD button to

get the screen of Figure-26, showing the FBD of the whole frame, with support reactions shown withpurple arrows.

Free-Body Diagrams

At the top, left-hand corner of this window, you will find a number of tabs, as shown in Figure-27. The first tab is for the FBD of the whole frame. The second tab is where you can plan the solution strategy for this problem. The subsequent tabs show the FBDs of all the members and pins in the structure.

Also, at the top left-hand corner of the workspace, the software tells you that for the FBD of the who

frame, you can write three equilibrium equations and the FBD contains three unknown support forcefrom the pin supports.

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Figure-26: FBD of A-Frame.

Figure-27: FBD Tabs for Components

In Figures- 28, 29, 30, and 31 the FBDs of the members and the pins are shown.

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Figure-28: FBD of member ABE

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Figure-29: FBD of member CBD

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Figure-30: FBD of member DE

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Figure-31: FBD of pins A, B, C, D.

All the internal, reaction forces are shown in purple, and the applied loadings are shown in green. Thsoftware automatically labels the internal, reaction forces. To see the node labels on a member, placethe cursor on the member, as shown in Figure-32. To see a force-label, place the cursor on the force,

as shown in Figure-33.

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Figure-32: View node labels by placing the cursor on a member.

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Figure-33: View the force labels by placing the cursor on a purple arrow.

Solution Strategy

To devise a plan for the calculation of all the internal, reaction forces, click on the tab labeledSolution Strategy. On the pop-up window, click Yes if you wanted to develop your own solutio

strategy; if you wanted the software to devise the solution strategy for you, click No. If you had

clicked Yes, you will get the window of Figure-34.

On the left-hand-side of this window, you will get a list of FBDs; on the right-hand-side a solution

panel. To analyze a FBD:1. Select a FBD by clicking on it in the list of FBDs.2. Click the Add button.3. Click the Solve button.

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Figure-34: Solution strategy for A-frame.

In Figure-35, we have selected the Whole FBD from the list, clicked the Add button, and clickethe Solve button. When the chosen FBD is solvable, we get the message Partial Solution

Successful.

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Figure-35: Analyzing the Whole FBD

Next, in Figure-36, we have selected Member ABE from the list, clicked the Add button, and

clicked the Solve button. When the chosen FBD is not solvable, we get the message cannot besolved because there are too many unknowns.

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Figure-36: Analyzing Member ABE.

Unsolvable FBDs should be removed from the solution pane.

1. Select a FBD by clicking on it in the solution pane.2. Click the remove button.

In this manner, you can develop the strategy for solving all the FBDs.1. Add an FBD to the solution pane.2. Click Solve3. Keep the chosen FBD in the solution pane when it is solvable.4. Remove the chosen FBD from the solution pane when it is not solvable.5. Add another FBD in the solution pane.6. Continue process until all FBDs are solved.7. You can always take the easy way out by clicking the Salvage button and let the software

complete the solution, as shown in Figure-37.

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Figure-37: Allowing the software to complete solution by using the Salvage button.

In Figure-37, you will notice that the third, fourth, and fifth rows are all numbered as Step-3. This

means that the FBDs for Member-CBD, Member-DE, and Pin-D cannot be solved one at a time, bushould be solved simultaneously.

Example-3: Two-force MembersIdentification of two-force members is a skill that you must have. If you cannot identify two-

force members, you will unnecessarily lengthen the solution procedure. We all know that a

member of any shape is two-force when only two forces act on it. The software has the abilityto identify two-force members, even when the members have a complex shape. Consider the

A-frame in Figure-38 containing a non-straight, two-force member.

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Figure-38: A-frame with odd-shaped two-force member.

The software can identify the Member EDFG as two-force, as shown in Figure-39.

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Figure-39: Non-straight, two-force member.

Example-4: Frame with a PulleyIn this example, we will build a frame with a pulley. In Figure-40, a part of the frame is built

and a pulley is added in the workspace.

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Figure-40: Step-1 of frame with pulley.

In the next step, we move the pulley on the node B and attach it with a pin-joint, as shown in

Figure-41. To move the pulley, we drag the circular outline of the pulley.

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Figure-41: Step-2 of frame with pulley.

Next, we drag the end nodes of the two cables and align these as shown in Figure-42.

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Figure-42: Step-3 of frame with pulley.

Next, we join the end of the left cable with a member, pin the two members, and apply a loadat the end of the other cable, as shown in Figure-43.

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Figure-43: Step-4 of frame with pulley.

In Figures-44, 45, 46, and 47, a few FBDs for this problem and the solution strategy, asdetermined by the software, are shown.

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Figure-44: Whole FBD of frame with pulley.

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Figure-45: FBD of a member of frame with pulley.

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Figure-46: FBD of a member of frame with pulley.

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Figure-47: Solution strategy for frame with pulley.

Example-5: Frame with load applied at pin-jointsOften, students find it difficult to draw FBDs for a class of problems where point loads are

applied at the pin joints of a frame. Such a frame is shown in Figure-48 with point forces on

pins B and F.

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Figure-48: Loaded pin joints.

For the loaded pin joints, at B and F, students cannot decide where to include the load at the joint ithe FBD of one of the members, or in the FBDs of all of the members connected at that joint, or in tFBD of the pin at the joint? The answer is actually quite simple you can insert the load in any FBD

you wish, but remember that the load is included ONLY ONCE and only in ONE FBD. Thissoftware works with a uniform strategy of adding the applied load in the FBD of the pin at the joint

and not on any member. This is a strategy you are familiar with when you solved truss problems by

using the method of joints.

The FBDs for the problem of Figure-48 are shown in Figure-49.

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Figure-49: FBDs for frame problem with loaded pin joints.

Example-6: MachineTo analyze machines like the one shown in Figure-50, you need to build the machine in its skeletal

form.

Figure-50: Machine

First, we build the upper jaw by using two straight members and a fixed joint, as shown in Figure-51

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Figure-51: Upper jaw of machine

Next, we build the lower jaw with three straight members and two fixed joints, as shown in Figure-5

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Figure-52: Lower jaw of machine.

Next, we align the two jaws, attach the jaws with a pin, attach the top handle (BG) and the connectiobar (IH) with pins, add the loading (at the handles), and simulate the clamping force at the jaws with

roller supports, as shown in Figure-53.

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Figure-53: Skeletal construction of a machine.

When you click the draw FBD button, the software responds with the message of Figure-54,

because the whole machine is not in equilibrium when the two forces at nodes D and G are unequal.

Figure-54: Error message for machine.

However, this does not stop you from viewing the FBDs of the components of the machine. TheseFBDs are shown in Figure-55.

(a) Lower jaw

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(b) Upper jaw

(c) Top handle

(d) Connecting rod.Figure-55: FBDs of the components of the machine.

The solution strategy for the FBDs, as determined by the software, is shown in Figure-56.