ROOF RAFTER DESIGN Sample Clauses

ROOF RAFTER DESIGN. The interior span length of the roof rafters in figure 2-2 is 12 feet and the eave span length is two feet. The unbraced length of the rafters is zero, since the roof sheathing continuously braces the rafters. The roof dead load is the combined weight of the roofing materials and the rafters, in this situation it is 15 pounds per square foot. The region and applicable building code determine the roof live load, for this case it will be 25 pounds per square foot. (snow zone) To design the rafters using StruCalc perform the following steps:
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