Uniform Building Code Standards |
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Page 53
... Modulus of Rupture Sec . 24.1409 . Five full - size specimens shall be tested for modulus of rupture according to the following procedure : 1. Cured specimen shall be positioned on cylindrical supports 2 inches in diameter , located 2 ...
... Modulus of Rupture Sec . 24.1409 . Five full - size specimens shall be tested for modulus of rupture according to the following procedure : 1. Cured specimen shall be positioned on cylindrical supports 2 inches in diameter , located 2 ...
Page 397
... modulus calculated from the compression side of the panel , in in.3 . section modulus calculated from the tension side of the panel , in in.3 . ( c ) Column Buckling . Allowable axial load shall be no larger than the value calculated ...
... modulus calculated from the compression side of the panel , in in.3 . section modulus calculated from the tension side of the panel , in in.3 . ( c ) Column Buckling . Allowable axial load shall be no larger than the value calculated ...
Page 510
... modulus of rupture and the modulus of elasticity in static bending of specimens that have been subjected to the following " Three Cycle Soak " conditioning regime : A. Three cycles , each comprising the following steps : ( i ) Immersion ...
... modulus of rupture and the modulus of elasticity in static bending of specimens that have been subjected to the following " Three Cycle Soak " conditioning regime : A. Three cycles , each comprising the following steps : ( i ) Immersion ...
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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