Uniform Building Code Standards |
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Page 598
... applied force . Bring the load - applying blocks in contact with the surface of the specimen at the third points between the supports . If full contact is not obtained at no load between the specimen and the load - applying blocks and ...
... applied force . Bring the load - applying blocks in contact with the surface of the specimen at the third points between the supports . If full contact is not obtained at no load between the specimen and the load - applying blocks and ...
Page 1127
... applied . NOTE : If a 110 ° F . drying cabinet is not available , drying can be accomplished by separating the specimens and providing positive air circulation at room conditions . Cast neat portland cement briquets shall be placed in a ...
... applied . NOTE : If a 110 ° F . drying cabinet is not available , drying can be accomplished by separating the specimens and providing positive air circulation at room conditions . Cast neat portland cement briquets shall be placed in a ...
Page 1187
... applied until the veneer base is firmly bonded . Adhesive Application of Gypsum Base to Interior Masonry or Concrete Walls Sec . 47.1912 . Direct adhesive application shall not be applied to exterior masonry or concrete walls or walls ...
... applied until the veneer base is firmly bonded . Adhesive Application of Gypsum Base to Interior Masonry or Concrete Walls Sec . 47.1912 . Direct adhesive application shall not be applied to exterior masonry or concrete walls or walls ...
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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