Uniform Building Code Standards |
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Page 323
... 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 571
... 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 867
... 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 867 1982 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 867 1982 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 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone