Uniform Building Code Standards |
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Page 220
... E - rated lumber shall have no white speck allowed in the outer tension zone or in the outer compression lamination ... E - rated combinations may contain visually graded L2 , L3 or No. 3 Douglas fir - larch without E rating as shown in ...
... E - rated lumber shall have no white speck allowed in the outer tension zone or in the outer compression lamination ... E - rated combinations may contain visually graded L2 , L3 or No. 3 Douglas fir - larch without E rating as shown in ...
Page 221
... E - rated . E - rated hem - fir laminating lumber shall be graded for stiffness and edge characteristics as defined in Section 25.1110 ( a ) . Machine stress - rated ( MSR ) hem - fir graded in accordance with the procedures set forth ...
... E - rated . E - rated hem - fir laminating lumber shall be graded for stiffness and edge characteristics as defined in Section 25.1110 ( a ) . Machine stress - rated ( MSR ) hem - fir graded in accordance with the procedures set forth ...
Page 222
... E - rated . E - rated laminating lumber shall be graded for stiffness and edge characteris- tics as defined in Section 25.1110 ( a ) . Machine stress - rated ( MSR ) western woods and Canadian softwood species , graded in accordance ...
... E - rated . E - rated laminating lumber shall be graded for stiffness and edge characteris- tics as defined in Section 25.1110 ( a ) . Machine stress - rated ( MSR ) western woods and Canadian softwood species , graded in accordance ...
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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