Roofed Hinge Beam Construction Formula

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Roofed hinge beam construction formula.

L stands for the span of the beam in feet. F stands for the beam s fiber strength in bending which depends on the species of wood. When beams carry loads that are too heavy for them they start to bend. We call the amount of beam bending beam deflection.

The formula for the section modulus is beam width times beam depth squared divided by 6. Calculating shear force and bending moment the two important parameters also involved with beam load calculations are shear force sf and bending moment bm. Two 2 by 4 beams together would not be enough. Too often builders gang together 2 inch dimension lumber to support roof and floor loads without considering other options.

For the initial calculation f can be estimated at 1 000. The same is true for beams like structural ridge beams and center girders. A 2 by 8 beam would be sufficient. The above formula may be used for finding out the reaction of a loaded beam about its end supports.

In the example the beam spans the 10 foot width of the roof. The total load is 4 000 pounds. You can t beat sawn lumber for most small window headers but as spans and loads increase stronger materials are a better choice. Beams are the long members of a structure that carry the loads brought by the horizontal slabs of the structures including floors and roofs.

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