Uniform Building Code Standards |
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Page 205
... depths shall be used : NOMINAL SIZE , INCHES NET FINISHED SIZE , INCHES WIDTH DEPTH WIDTH DEPTH 86664 10 99866 8 634 58 9 102 58 9 58 6 38 72 Lumber for Structural Laminating Sec . 25.1007 . ( a ) Species . For purposes of this standard ...
... depths shall be used : NOMINAL SIZE , INCHES NET FINISHED SIZE , INCHES WIDTH DEPTH WIDTH DEPTH 86664 10 99866 8 634 58 9 102 58 9 58 6 38 72 Lumber for Structural Laminating Sec . 25.1007 . ( a ) Species . For purposes of this standard ...
Page 216
... depth of a rectangular beam exceeds 12 inches , the allowable unit stress in bending , F , shall be multiplied by the size factor in which : CF = size factor . CF = ( 12 / d ) 1/9 ... DEPTH O CFM DEPTH CF1 DEPTH C 216 25-11 U.B.C. STANDARDS.
... depth of a rectangular beam exceeds 12 inches , the allowable unit stress in bending , F , shall be multiplied by the size factor in which : CF = size factor . CF = ( 12 / d ) 1/9 ... DEPTH O CFM DEPTH CF1 DEPTH C 216 25-11 U.B.C. STANDARDS.
Page 771
... depth Any discontinuity over 1 inch in length with depth over 8 inch but not greater than 1/4 inch Any discontinuity over 1 inch in length with depth over 4 inch but not greater than 1 inch Any discontinuity over 1 inch in length with ...
... depth Any discontinuity over 1 inch in length with depth over 8 inch but not greater than 1/4 inch Any discontinuity over 1 inch in length with depth over 4 inch but not greater than 1 inch Any discontinuity over 1 inch in length with ...
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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