Uniform Building Code Standards |
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Page 212
... laminations . For members loaded to less than 75 percent of allowable design stress , one single occurrence of two joints in adjacent laminations spaced closer than 6 inches is permitted for any 30 feet of length . 2. Tension portion of ...
... laminations . For members loaded to less than 75 percent of allowable design stress , one single occurrence of two joints in adjacent laminations spaced closer than 6 inches is permitted for any 30 feet of length . 2. Tension portion of ...
Page 259
... laminations ; when two or more LID or SSS hem - fir laminations are required , use one L1 Douglas fir - larch lamination in place of the first tabulated lamination . The compression perpendicular to grain design value may be increased ...
... laminations ; when two or more LID or SSS hem - fir laminations are required , use one L1 Douglas fir - larch lamination in place of the first tabulated lamination . The compression perpendicular to grain design value may be increased ...
Page 264
... LAMINATIONS STRESSED PRINCIPALLY IN BENDING AND LOADED PERPENDICULAR TO THE WIDE FACES OF THE LAMINATIONS1 , 2 ... laminations . 2The combination is applicable to arches , compression members and tension members without the use of ...
... LAMINATIONS STRESSED PRINCIPALLY IN BENDING AND LOADED PERPENDICULAR TO THE WIDE FACES OF THE LAMINATIONS1 , 2 ... laminations . 2The combination is applicable to arches , compression members and tension members without the use of ...
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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