Uniform Building Code Standards |
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Page 348
... tensile strength . The cross - sectional area shall be computed for each specimen and divided into the ultimate load for each specimen . This value will be the ultimate tensile stress in pounds per square inch . The ultimate tensile stress ...
... tensile strength . The cross - sectional area shall be computed for each specimen and divided into the ultimate load for each specimen . This value will be the ultimate tensile stress in pounds per square inch . The ultimate tensile stress ...
Page 606
... tensile stress until failure of the specimen . Record the maximum applied load indicated by the testing machine at failure . The type of failure and appearance of the concrete shall be noted . NOTE : The relation between splitting tensile ...
... tensile stress until failure of the specimen . Record the maximum applied load indicated by the testing machine at failure . The type of failure and appearance of the concrete shall be noted . NOTE : The relation between splitting tensile ...
Page 751
... stress for bending may be taken as 0.60 F , or as F , calculated from Formula ( 27-10-32 ) , whichever is smaller . The allowable load - carrying capacity of arc - and - tangent ... Tensile Strength of Annealed 751 1985 EDITION 27-10.
... stress for bending may be taken as 0.60 F , or as F , calculated from Formula ( 27-10-32 ) , whichever is smaller . The allowable load - carrying capacity of arc - and - tangent ... Tensile Strength of Annealed 751 1985 EDITION 27-10.
Other editions - View all
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