50 psf x 12 ft = 600 pounds per lineal foot. roof dead load: 10 psf x 12 ft = 120 pounds per lineal foot. total load: = 720 pounds per lineal foot. Girder Example. The center beam carries half of the floor load, the partition load and half of the sOkaynd floor load. Live and dead loads are given in the building de.
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50 lb. per sq. ft. (psf); (40 psf live load, 10 psf dead load). 3. The load-bearing capacity of the soil (assume 3,000 pounds for Hoffman Estates). How to calculate the load? by half t In inches pier needed to carry the load. In the example pier As indicated in the deck design shown in fig.1, using 4 piers allows a span of roughly 6 ft. The maximum
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That means the total width of the first supported load area extends from the end of the beam to the 3.25′ mark along the beam (1.5′ + 1.75′). The dimensions of load area 1 are 4’x3.25′ and equals 13 square feet. The dimensions of load area 2 are 6’x3.25′ and equals 19.5 square feet. And since the deck is symmetrical, the load