Uniform Building Code Standards |
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Page 96
... Ratio - Select Structural ( Sel Str ) 55 % 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 ...
... Ratio - Select Structural ( Sel Str ) 55 % 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 ...
Page 632
... ratios , 1.0 // r and 1.01 ̧r , of members as a whole or any component part shall not exceed 120 . B. The effective slenderness ratio to determine " F " 1. With fillers or ties 2. Without fillers or ties 3. Single - component members 1 ...
... ratios , 1.0 // r and 1.01 ̧r , of members as a whole or any component part shall not exceed 120 . B. The effective slenderness ratio to determine " F " 1. With fillers or ties 2. Without fillers or ties 3. Single - component members 1 ...
Page 849
... ratio of stiffened element , and minimum allowable moment of inertia of stiffener ( of any shape ) about its own centroidal axis parallel to the stiffened element . Where the stiffener consists of a simple lip bent at right angles to ...
... ratio of stiffened element , and minimum allowable moment of inertia of stiffener ( of any shape ) about its own centroidal axis parallel to the stiffened element . Where the stiffener consists of a simple lip bent at right angles to ...
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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