Uniform Building Code Standards |
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Page 96
... Bending Strength Ratio- 45 % Bending Strength Ratio- 26 % Bending Strength Ratio- 1 2 3 LIGHT FRAMING 34 % Bending Strength Ratio - Construction ( Const ) 19 % Bending Strength Ratio - Standard ( Stand ) 9 % Bending Strength Ratio ...
... Bending Strength Ratio- 45 % Bending Strength Ratio- 26 % Bending Strength Ratio- 1 2 3 LIGHT FRAMING 34 % Bending Strength Ratio - Construction ( Const ) 19 % Bending Strength Ratio - Standard ( Stand ) 9 % Bending Strength Ratio ...
Page 826
... bending stress = bending moment divided by appropriate section modulus of member M / S , noting that for members having stiffened compression elements the section modulus shall be based upon the effective design widths of such elements ...
... bending stress = bending moment divided by appropriate section modulus of member M / S , noting that for members having stiffened compression elements the section modulus shall be based upon the effective design widths of such elements ...
Page 866
... bending unit stress in compression that is permitted by this specification where bending stress only exists ( Sections 27.1007 , 27.1008 and 27.1009 ) , ksi . = maximum bending stress in compression permitted where bending stress only ...
... bending unit stress in compression that is permitted by this specification where bending stress only exists ( Sections 27.1007 , 27.1008 and 27.1009 ) , ksi . = maximum bending stress in compression permitted where bending stress only ...
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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