Howe Truss

The Howe Truss was designed by William Howe in 1840. It used mostly wood in construction and was suitable for longer spans than the Pratt truss. Therefore, it became very popular and was considered one of the best designs for railroad bridges back in the day. Many Howe truss bridges exist in the North West United States, where wood is plentiful.

Howe Truss

The Howe Truss was designed by William Howe in 1840. It used mostly wood in construction and was suitable for longer spans than the Pratt truss. Therefore, it became very popular and was considered one of the best designs for railroad bridges back in the day. Many Howe truss bridges exist in the North West United States, where wood is plentiful.

Howe Truss

Howe Truss

How the forces are spread out

Here are two diagrams showing how the forces are spread out when the Howe Truss is under a load. The first shows the load being applied across the entire top of the bridge. The second shows a localized load in the center of the bridge. In both cases the total load = 100. Therefore, you can take the numbers as a percentage of the total load.

Similar to all the major truss designs (Pratt, Warren, K Truss, and Howe), when the load is centered on the bridge the forces are much greater on the internal truss members than if the load is spread out along the top of the bridge. The same principle applies if the load was coming from the bottom of the bridge. I use diagrams showing the load applied to the top of the bridge, because this is how I most often test my bridges. I load my bridges from the top.

When you are designing your bridge, I recommend that you use the Bridge Designer program from JHU and plug-in your design. Load the design in the same way your bridge will be loaded as specific in the rules and guidelines you were given to build your bridge.

Howe Truss in model bridges

One thing that you have to keep in mind when thinking about the common truss designs, including the Howe, is that they were designed a long time ago. They were designed when bridges needed to fill a specific role, and for the particular resources that people had available. For instance, the Howe truss design used a lot of wood as opposed to the Pratt which used more iron. This made the Howe popular earlier on when iron was expensive to produce.

The Howe trussed used wooden beams for the diagonal members, which were in compression. It used iron (and later steel) for the vertical members, which were in tension. The Pratt truss was the opposite. Thus, because the diagonal members are longer, the Howe truss used less of the more expensive iron material. It made good use of the cheap wood which was readily available.

For model bridges, we typically only use wood. Our compression and tension members are both made out of wood. If you wanted to be fancy, you could use string or metal wire for the tension members. Nonetheless, in reality, the reasons why the Howe design became popular are not applicable to model builders. It remains a solid engineering model design, but I think I would prefer the Pratt truss over the Howe.

Additional Resources

Pictures of Real Howe Truss Bridges
History of Howe Truss

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15 Responses to “Howe Truss”

  1. yogendra - February 4, 2011 at 3:52 pm

    why only half of the weight is taken while calculating and drawing structure of truss at joints plse reply

    • Garrett Boon - February 6, 2011 at 9:19 pm

      I don’t understand this question. Could you please rephrase it?

  2. Keri - March 3, 2011 at 6:49 pm

    why do pratt and howe trusses look the same???? :(

    • Garrett Boon - March 4, 2011 at 2:27 pm

      Keri, the Pratt and Howe trusses do look very similar. But there is a very fundamental difference, and if you look closely you can figure it out.

  3. Kerbear - March 3, 2011 at 6:56 pm

    Love this website!!! Perfect for my assignment!! :) <3

  4. ploiuy - March 27, 2011 at 1:59 am

    which would be better for a pasta bridge where the mass is directly below, howe or pratt? I’m guessing howe because the weight is more evenly distrubuted throughout the bridge.

  5. Charles Mwangende - May 22, 2011 at 9:00 am

    What was the design load for most of the truss bridge in 1900?

  6. V_scanlan - August 14, 2011 at 7:28 am

    The JHU program is not working for me.  Modelling the Story Bridge it keeps saying I am no satisfying the criteria with members and nodes.  I tried to input what is on this site for a K type member and still comes up with the same error message :((

  7. Admsp - September 1, 2011 at 2:00 pm

    epic

  8. Jenny - December 30, 2011 at 3:38 am

    how much different would the weight distribution be if you compared the Howe Truss example you have here and a Howe truss with counterbraces which isnt shown?

  9. Laura - February 6, 2012 at 3:45 pm

    Can I use some of these pictures for my science fair project?

  10. ilovebridges - March 27, 2012 at 6:56 pm

    if i were to build a bridge for a project in which the requirements entail balsa wood and a load attached to the bottom of the bridge so that the bridge is set between a space on 2 separate tables and a bucket hangs onto the bottom of the bridge, which bridge design would be able to hold more while weighing less? the pratt truss bridge or the howe trust bridge?

  11. Adam Y - April 4, 2012 at 11:24 am

    I have a question of the center load diagram…

    You show a black line directly above the 100 load, and also a (0 in red) and (100 in black). Does this represent that the vertical member (which would be red) has zero force?? Is the black line with black 100 measure refering to the load being applied to the top horizontal row members also??? I ask because I’m trying to solve/study a problem with different and multiple loads acting at different joints within a Howe Truss structure… all solutions point to these vertical members as “zero-force” but i’m confused as to why if the load is being applied directly at that joint with vertical member… THANKS for great site!!

    Adam

  12. eng.cutie - October 28, 2013 at 1:41 am

    This website is so useful

    :D thank you

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