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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

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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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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