Uniform Building Code Standards |
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Page 346
... Plate Connected Wood Trusses , TPI - 68 of the Truss Plate Institute Scope Sec . 25.1733 . This standard shall cover requirements for the manufacture of light metal plate connectors and the design and fabrication of metal plate ...
... Plate Connected Wood Trusses , TPI - 68 of the Truss Plate Institute Scope Sec . 25.1733 . This standard shall cover requirements for the manufacture of light metal plate connectors and the design and fabrication of metal plate ...
Page 599
... Plates . Neat cement caps and high - strength gypsum plaster caps shall be formed against a glass plate at least 4 inch thick , a machined metal plate at least1⁄2 inch thick , or a polished plate of granite or diabase at least 3 inches ...
... Plates . Neat cement caps and high - strength gypsum plaster caps shall be formed against a glass plate at least 4 inch thick , a machined metal plate at least1⁄2 inch thick , or a polished plate of granite or diabase at least 3 inches ...
Page 807
... plate shall not ex- ceed one - third the allowable unit shear stress for the footing plate . Use of plywood strips to reinforce the lumber footing plate is acceptable . Thickness and width of the granular footing shall be determined by ...
... plate shall not ex- ceed one - third the allowable unit shear stress for the footing plate . Use of plywood strips to reinforce the lumber footing plate is acceptable . Thickness and width of the granular footing shall be determined by ...
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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