Uniform Building Code Standards |
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Page 571
... Flexural strength . Specimens shall be tested at ages three , seven and 28 days in accordance with Part IV , Flexural Tests , of U.B.C. Standard No. 26-10 . The flexural strength of the concrete containing the admixture under test shall ...
... Flexural strength . Specimens shall be tested at ages three , seven and 28 days in accordance with Part IV , Flexural Tests , of U.B.C. Standard No. 26-10 . The flexural strength of the concrete containing the admixture under test shall ...
Page 594
... Flexural Strength Sec . 26.1020 . ( a ) Test Specimens . A beam specimen for the determination of flexural strength shall in general have a cross section of 6 by 6 inches . The specimen shall be at least 21 inches in length , but when ...
... Flexural Strength Sec . 26.1020 . ( a ) Test Specimens . A beam specimen for the determination of flexural strength shall in general have a cross section of 6 by 6 inches . The specimen shall be at least 21 inches in length , but when ...
Page 711
... flexural buckling stress , i.e. , axial load at which torsional - flexural buckling occurs divided by the full cross - sectional area of member , ksi . A , E , To , Ty , dex , σ ,, OTFO are as defined in Section 27.918 ( b ) . ( c ) ...
... flexural buckling stress , i.e. , axial load at which torsional - flexural buckling occurs divided by the full cross - sectional area of member , ksi . A , E , To , Ty , dex , σ ,, OTFO are as defined in Section 27.918 ( b ) . ( c ) ...
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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