Uniform Building Code Standards |
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Page 202
... depth of member for use in entering the column headed " Depth of Member " in Table No. 25-11 - A when lamination thickness exceeds 1/2 inches , divide the depth of the member by the actual thickness of the laminations used and multiply ...
... depth of member for use in entering the column headed " Depth of Member " in Table No. 25-11 - A when lamination thickness exceeds 1/2 inches , divide the depth of the member by the actual thickness of the laminations used and multiply ...
Page 240
... depth of a rectangular beam exceeds 12 inches , the allowable unit stress in bending , Fb , shall be multiplied by the size factor in which : CF = size factor . Cr = ( 12 / d ) ' / s d = depth of beam in inches . The values obtained ...
... depth of a rectangular beam exceeds 12 inches , the allowable unit stress in bending , Fb , shall be multiplied by the size factor in which : CF = size factor . Cr = ( 12 / d ) ' / s d = depth of beam in inches . The values obtained ...
Page 281
... depth of the member . All fractional numbers of laminations must be rounded upward to the next whole number . For the inner tension When lamination thickness exceeds 11⁄2 inches , divide the depth of the member by the actual thickness ...
... depth of the member . All fractional numbers of laminations must be rounded upward to the next whole number . For the inner tension When lamination thickness exceeds 11⁄2 inches , divide the depth of the member by the actual thickness ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone