Uniform Building Code Standards |
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Page 202
To determine the 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
...
To determine the 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
...
Page 240
When the depth of a rectangular beam exceeds 12 inches , the allowable unit
stress in bending , Fb , shall be multiplied by the size factor Cp = ( 12 / d ) " 9 in
which : CF = size factor d = depth of beam in inches . The values obtained from
this ...
When the depth of a rectangular beam exceeds 12 inches , the allowable unit
stress in bending , Fb , shall be multiplied by the size factor Cp = ( 12 / d ) " 9 in
which : CF = size factor d = depth of beam in inches . The values obtained from
this ...
Page 281
For the inner " Percent values are based on the total depth of the member . All fra
and compression zones , the resulting excess of percentage resulting from
rounding upward of the outer zone may be subtracted may be subtracted from the
...
For the inner " Percent values are based on the total depth of the member . All fra
and compression zones , the resulting excess of percentage resulting from
rounding upward of the outer zone may be subtracted may be subtracted from the
...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
accordance aggregate allowable applied assembly average beam bending bolt cement characteristics checks coating combination compression compression stress concrete conform connections construction containing Continued covers cross depth determined diameter dimensions direction distance door edge effective element end joints equal exceed face feet Figure fire flange foot grade grain greater Group holes inches joists knots laminations least length less light limited load located lumber manufacturer material maximum measured medium method moisture nominal panel parallel percent period permitted piece pine pitch placed plate plywood pounds pressure procedures requirements sample Section shear sheet shown side slope sound spaced specified square steel stiffeners strength stress structural surface Table temperature tension test specimens thickness Type U.B.C. Standard Uniform Building Code unit values weight welds wide width wire wood Zone
Bibliographic information
| Title | Uniform Building Code Standards |
| Author | International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1985 |
| Original from | the University of California |
| Digitized | 13 Aug 2008 |
| Length | 1258 pages |
| Export Citation | BiBTeX EndNote RefMan |