# 2) Open ConstructionCalc ProBeam from Microsoft Excel: File Open. 3) Part 1 General Input. Here is a screenshot of Part 1 input.

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1 Example Deck Beam Design Using ConstructionCalc ProBeam Software Note: The following example assumes you are a beginner. You should expect this to go slowly at first. However, with a little practice, getting solutions with ConstructionCalc is about a one minute job. Awesome. 1) General. This member is deck beam A which has an overhang (cantilever). If you just completed the joist example, you ll note very few inputs change for the design of this beam. Cool. 2) Open ConstructionCalc ProBeam from Microsoft Excel: File Open. 3) Part 1 General Input. Here is a screenshot of Part 1 input.

4 c) Done. We ll finish this example using the tributary method loads from 4a above. Click on Calculate Now and let s check our results. 5) Check the span and loading: First, we want to make sure our spans and loading were input correctly, so at the upper right of the screen is a graphic showing both. You can see the main span, cantilever, and uniform loads over entire length. Yep, it s right. a) Part 3 - Allowable Solutions: This section shows all the types and sizes of members that will work. b) Because this is an exterior application, our preference is a pressure treated hem fir beam. Right off the bat we see no 4x s work, so we go to 5x and larger. Select Hem-Fir No. 1 from the dropdowns. Whoa those are large timbers. Let s keep looking. c) What about a glu-lam? We ll want a grade that can be treated with preservative, so I selected a HF/HF. You should absolutely check with your local lumber yard to see what they carry before making your final choice. They may have pressure treated in stock, or you may have to treat your own beam with preservative. At any rate, we see that a 5x15 or 6.75x13.5 will work, among others. d) How about a steel beam? For this application, a steel beam might not be a bad choice.

5 There are lots of choices in tubes or wide-flange shapes. I d probably go with a W12x14 (12 tall and 14 lbs per foot) a very efficient choice. Note that I chose to include web stiffeners always a good idea for heavily loaded beams and for cantilever beams. 6) Custom Member: What if we didn t want to use any of the above, but wanted to use Wolmanized PSL instead? You ll note it is not shown in any of the acceptable solutions in Part 3. But you can design any wood beam, joists, or rafter with ConstructionCalc ProBeam. Here s how: c b f d e a a) In Part 4, under Final Member, select Custom Beam from the dropdown. The Custom Member section automatically unhides directly above. In this section, you can input any wood, steel, aluminum, or other type of square or rectangular member. The trick is knowing that member s allowable stresses. Allowable stresses are published by certain associations and are not easy to come by unless you are an engineer. However, we ve included some common materials and their stresses, which can be accessed in the Paste Typ. Values dropdown. b) Select Wolmanized PSL, Level 2 from the Paste Typ Values dropdown. Now allowable Bending Strength, Shear Strength, Perpendicular Comp. Strength, and Modulus of Elasticity are automatically inserted for you. If you were designing a custom member that wasn t included in the Typ Values, you d have to supply these values yourself (from published sources). c) Now input the size you want. We ll try a 7x14. Recall that self weight was not included in the uniform dead load above, so it must be added. Fortunately it is a Typical Value and is automatically pasted in for us. d) Now check our Custom Member Results. We see that our selection fails, but in deflection only (bending and shear strength are fine), and further only by 2.6%. This means our Wolmanized PSL is plenty strong, but under full load may have a tiny bit more deflection than we specified in Part 1. Let s investigate more.

6 e) To get the full scoop on our member we go back to Beam Library and select Choose from All Sizes of Beam Type. This allows our failing PSL to be shown in Final Member Results and Final Member Additional Information. f) Now we confirm that the only (very minor) problem is Deflection. We can also check bearing length, actual deflection, and other items. I wouldn t hesitate to go with this choice. 7) Part 4 - Final Selection. We could stop at this point knowing any of the above works, but let s continue and see how efficient our glu-lam is. (You can rehide the Custom Member section via the Miscellaneous dropdown at the top of screen) a) Final Member: Let s check the 5x15. Select Glued Laminated. b) Beam Library: We want to choose from members that calc (meet code). Note, this dropdown allows us to choose any member whether it calcs or not. This can be useful at times to see how close or far a particular member comes to making it. c) Final Size: Select 5x15 from the dropdown. When you do, it is shown in large font to the right. d) Min. Bearing Lengths: This shows that the left end (non-cantilever) of our glulam could bear on a double stud within the wall (3 is greater than 2.23, so okay) and at the right support (post) the minimum bearing length is 3.56 (6x6 would work). Note this does not size the post or check the double stud itself! It only says how much of our glulam must be included for bearing. You could easily calculate the post, double stud, and footing for that matter, with other ConstructionCalc programs. e) Bracing / Blocking Req d For Stability. This red note appears when you re designing a cantilever. It is just a reminder that cantilevers have different stresses than non-cantilevers and blocking is particularly important with them. f) Final Member Results: this section shows by how much the selected member calcs for the four code-required design criteria. Usually, I just look at the bold sentence that says in our case: This member makes it by 23.9%. A good safe design. g) Pressure Treated: Nothing in the printout indicates pressure treatment is included in the design, and it is not. Wood preservative by itself does not diminish the strength of sawn wood no worry there. However, in the pressure treatment process, small perforations are sometimes made

7 to enhance absorption of chemicals. These can diminish strength up to 15%. Our 5x15 is 24% overdesigned, so even if perforated pressure treated material is used, we re still okay. h) Reactions. This section shows reactions, which are the downward forces brought by our Final Member to the members on which it bears the wall at the left and the post at the right. Remember, with ProBeam the cantilever end is always on the right. Note that Maximum and Minimum reactions are shown. Sometimes with cantilevers, Minimums will be negative, indicating uplift and the need for holdown strapping. Our minimum is positive 791 lbs, so no uplift or strapping is needed. When we get around to designing the post and footing, we could use the reactions shown since they will be the true load. i) Unbalanced Live Load Checked: ConstructionCalc ProBeam automatically checks live load on the cantilever only, live load on the main span only, and live load on both. Not all software does this, but we do because it is the only correct and safe way to analyze a cantilever. All the results shown reflect the worst case balanced or unbalanced loads so you don t have to worry about it. j) Final Member Additional Information. This section shows a bunch of extra information that may or may not be of interest to you. k) Printout. You may want to print this design. Because this ConstructionCalc product is nothing more than a fancy Excel spreadsheet, you have lots of printing options via File, Page Setup. Also, you can hide various parts of the display via the ConstructionCalc Hide / Show Loads and Miscellaneous dropdowns at the top of the page.

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