Uniform Building Code Standards |
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Page 350
... load shall be applied . Any required attic loading shall be considered as dead load and shall be applied to the ... live load . Continue to load the truss as above until 2.0 times design live load is applied ; record deflection readings ...
... load shall be applied . Any required attic loading shall be considered as dead load and shall be applied to the ... live load . Continue to load the truss as above until 2.0 times design live load is applied ; record deflection readings ...
Page 677
... load - carrying capacity at a maximum allowable tensile stress of 22.000 psi , the total load - carrying capacity ... live load between spans shown , multiply the live load of the shortest net span shown in the load table by the ...
... load - carrying capacity at a maximum allowable tensile stress of 22.000 psi , the total load - carrying capacity ... live load between spans shown , multiply the live load of the shortest net span shown in the load table by the ...
Page 711
... live load stresses . A corresponding increase may be applied to the allowable stresses in connections and details . ( b ) Combined Forces . Members and assemblies subject to stress produced by a combi- nation of wind or earthquake and ...
... live load stresses . A corresponding increase may be applied to the allowable stresses in connections and details . ( b ) Combined Forces . Members and assemblies subject to stress produced by a combi- nation of wind or earthquake and ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone