Uniform Building Code Standards |
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Page 182
... wood failure or better . 2. At least 95 percent of the panels represented by the test pieces shall have 30 percent wood failure or better . These requirements are applicable separately and independently to the results obtained from the ...
... wood failure or better . 2. At least 95 percent of the panels represented by the test pieces shall have 30 percent wood failure or better . These requirements are applicable separately and independently to the results obtained from the ...
Page 183
... wood failure or better . 2. At least 95 percent of the panels represented by the test pieces shall have 30 percent wood failure or better . These requirements are applicable separately and independently to the results obtained from the ...
... wood failure or better . 2. At least 95 percent of the panels represented by the test pieces shall have 30 percent wood failure or better . These requirements are applicable separately and independently to the results obtained from the ...
Page 382
... wood failure requirements regardless of species shall average not less than 80 percent except tests averaging at ... wood failure . C. Interior durability requirement . Average wood failure shall be not less than 70 percent . D. Exterior ...
... wood failure requirements regardless of species shall average not less than 80 percent except tests averaging at ... wood failure . C. Interior durability requirement . Average wood failure shall be not less than 70 percent . D. Exterior ...
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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