# Formula for Calculating Wall Girts

An Excel Formula for Calculating Wall Girts, Post Size and Hole Depth
John Minor and I have been friends for nearly 30 years – since his then father-in-law (and my business partner at the time) convinced me John could sell post frame buildings. Well Rod was correct, John could sell buildings – not only for me (twice), but also for some of the better known names in the post frame industry – Morton, Stockade, Cleary and FBi just to name a few.
John is also a cutting edge innovator and has gone from selling post frame buildings, to manufacturing and providing components to the post frame industry. Current he owns and operates Central Perma-column (https://www.heartlandpermacolumn.com/). John is smarter than the average bear and he has the thirst for knowledge which few non-RDPs (Registered Design Professionals – architects or engineers) in the post frame industry do.
December 13, I received this text message on my phone: “I need your help with something”. Although I did not recognize the number it came from, it turned out to be John.
The conversation went on like this – John, “No worries. I’m trying to find an Excel formula for calculating wall girts, post size and hole depth.”
Me, “You would have to write one and they will be very complex due to the tremendous number of variables involved. I’ve thought about having a Wall Girt calculator on our website for Building Officials to use and the reality is, it is a huge undertaking. For it alone, requires all of the building dimensions including roof slope, is building enclosed or partially enclosed? Which means one has to know if doors are wind rated, and where they are placed. Also makes a difference as to where girts are located on building as wind forces are greater at corners. If girts are barn style on outside of columns, do they span a single bay or multiple bays? Then one has to account for lumber species differences as well as visual vs. machine grading.

Best bet would be to layout all of the parameters and put it out for bid on Upwork. Should specify which versions of Code and NDS you want to cover as well as it must conform to the NFBA design manual. For columns, you are now talking 25-35 pages of calcs.
Fun, eh?”
John, “Damn!”
Those “simple” pole barns one drives by every day are in reality highly complex engineered structures (when properly designed). A full set of calculations for a small two car garage can generate nearly 200 pages of single spaced calculations to prove the adequacy of all structural members and connections, from the footings to the last fastener.
Don’t leave your new post frame building to chance – insist upon having only a building which has been designed specifically for you by a Registered Design Professional, on your site, with your dimensions and your doors!

# Shear Walls

Shear walls are designed to resist lateral forces, such as wind or seismic, and transfer these forces to the component below them, which might be other shear walls, floors, foundation walls,  slabs, footings or embedded columns. Shear walls prevent the roof or upper floors from swaying or moving off their supports as well. Buildings with stiff shear walls suffer less damage under extreme conditions, like in the event of an earthquake.

Shear walls resist shear lateral and uplift forces. These forces are caused by elements like wind, earthquakes and settlement, as well as the weight of the structure and its contents. These combine to create a twisting force which can tear, or shear, a building apart. Including a shear wall, in design, ensures the building will not be affected. Each wall must be supported perpendicularly, either with walls under or perpendicular to them, to ensure stability under forces from all sides. The shear force is transferred over the wall adjoining it, but no further. Uplift forces lift one end of a wall and push the other end down. This can result in a building toppling over. Uplift forces tend to be greater on tall narrow walls and lesser on longer walls.

Shear walls are located on each level of a structure, including any crawlspaces. They’re placed along exterior walls of the building to ensure an effective box structure is created. When a building’s exterior walls cannot provide enough strength, or when the minimum height-to-width ratio for the building is exceeded, shear walls are added to the interior as well. Shear walls function best when they are located so they align with foundation walls or footings vertically.

Shear walls may be made of several materials, although in any given structure these materials are not typically combined. Stucco, when properly installed and reinforced with wire mesh, resists small lateral loads. Lath and plaster construction is also used, although it is not common in new building projects. Plywood was once the material most used for constructing wood shear walls because thickness, grade and nail type and spacing could be combined in a variety of ways to achieve different strengths. With the creation of oriented strand board (OSB), it isn’t used as often. OSB allows the manufacturer to produce the boards in the thickness, proportion and type of wood fiber needed in specific jobs or applications. Steel is used when the forces on the structure are more than any other material can handle.

How do you know if your new building will need shear walls or not?  Unless you are going to hire a registered design professional (engineer), you will not know. To make a determination, calculations need to be done.  It’s not a matter of “eye-balling” it, using height as an indication, or even using “your best judgment”.  I always advise for any building, from “essential facilities” such as fire stations, to commercial and even fully “ag use” buildings – to have an engineer design and seal your building plans.  The lives you save, may be those you love.

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