Uniform Building Code Standards |
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Page 323
... 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 shall be averaged for the perforated truss plates ...
... 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 shall be averaged for the perforated truss plates ...
Page 601
... computed axial unit compressive stress . :) Fb computed bending unit compressive stress at the point under consideration . permissible axial unit compressive stress based on Klir . fb = Fa Fb = permissible bending unit stress ; 0.6F ...
... computed axial unit compressive stress . :) Fb computed bending unit compressive stress at the point under consideration . permissible axial unit compressive stress based on Klir . fb = Fa Fb = permissible bending unit stress ; 0.6F ...
Page 798
... computed bearing pressure , assumed to be distributed over an area equal to the nominal bolt diameter times the thickness of the connected piece , shall not exceed the appropriate stress given in the Uniform Building Code . In bearing ...
... computed bearing pressure , assumed to be distributed over an area equal to the nominal bolt diameter times the thickness of the connected piece , shall not exceed the appropriate stress given in the Uniform Building Code . In bearing ...
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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